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HomeMy WebLinkAboutAgreement_General_4/9/2026_Cone and Graham, Inc. TEQUESTA DRIVE BRIDGE RESTORATION CONSTRUCTION SERVICES AGREEMENT THIS AGREEMENT FOR Tequesta Drive bridge restoration construction services is entered into and effective this A-day of April, 2026 (the"Effective Date"),by and between the Village of Tequesta Florida, a Florida municipal corporation with offices located at 345 Tequesta Drive,Tequesta,Florida 33469,organized and existing in accordance with the laws of the State of Florida, hereinafter the "Village"; and Cone & Graham, INC., a Florida Corporation with offices located at 5101 Cone Road, Tampa, FL 33610, hereinafter the "Contractor" and collectively with the Village, the"Parties". WITNESSETH The Village and the Contractor, in consideration of the mutual covenants contained herein and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged by both Parties, hereby agree as follows: 1. SCOPE OF WORK: Contractor shall perform all necessary construction services, shall procure,order,and furnish all of the required materials, labor,and equipment,and shall construct, install, and complete all of the work called for and described in the contract documents attached hereto and pursuant to all applicable statutory, licensing, and Village code requirements. 2. ENGINEER: The project has been designed by the Village's Engineer: Kimley-Horn and Associates, Inc. Village has retained Kimley-Horn("Engineer")to act as Village's representative, assume all duties and responsibilities, and have the rights and authority assigned to Engineer in the Contract documents in connection with the completion of the work in accordance with the Contract documents. 3. CONTRACT DOCUMENTS: The term "Contract Documents: means and includes the following,which are hereby incorporated by reference and made a binding part of this agreement: A. Kimley-Horn Design Specification for Project ITB#11-1-2025-DC 2 attached hereto as EXHIBIT A. B. This contract. Page 1 of 17 C. Tequesta Drive Bridge Restoration Project ITB#11-1-2025-DC 2 attached hereto as EXHIBIT B. D. Contractor's response to Drive Bridge Restoration Project ITB#11-1-2025-DC 2 attached hereto as EXHIBIT C. In the event of inconsistency or ambiguity among any of the contract documents, the documents shall control the others in the above order of priority. 4. COMPENSATION: In consideration for the above Scope of Services,pricing shall be pursuant to the prices provided in the bid schedule of values found in Exhibit"A". Compensation for this project will be LUMP SUM pursuant to section 4A of this agreement. Pursuant to Florida Statute 218.735 all order forms/price sheets/schedule must include the estimated cost to complete each item including the methodology for determining that cost. In consideration of the above Scope of Services and pursuant to any Exhibits, if applicable, the Village shall pay the Contractor a total amount not to exceed nine-hundred eighty-five thousand two-hundred and eighty-two dollars ($985,282.00). A. LUMP SUAI PROJECT: When contractor considers the entire work ready for its intended use Contractor shall notify the Village and the Engineer in writing that the entire work is substantially complete,request final payment,and that the Village issue a certificate of completion. Request for final payment must be accompanied by:(1)all documentation called for in the contract documents,(2)consent of the surety,if any,to final payment,(3)satisfactory evidence that all title issues have been resolved such that title to all work,materials,and equipment has passed to Village free and clear of any liens or other title defects,or will so pass upon final payment. If the Engineer considers the work substantially complete, the Engineer will deliver to the Village a certificate of completion. If the Engineer disagrees, the Engineer shall provide a punch list of items to be completed or corrected before final payment. If, on the basis of Engineer's observation of the work during construction and final inspection, and Engineer's review of the final application for payment and companying documentation as required by the contract documents, Engineer is satisfied that the work has been completed and contract's other obligations have been fulfilled, Engineer will, within 10 days after receipt of the final application for payment, indicate in writing Engineer's recommendation of final payment and present the final application and certificate of Page 2 of 17 completion to the Village for payment. Such a recommendation will account for any setoffs against payment that are necessary in the Engineer's opinion to protect Village for liquidated damages and set offs otherwise allowed under the provisions of this contract. Village shall pay the resulting balance due to the contractor within 45 days of Village's receipt of the certificate of substantial completion and application for payment from the Engineer. B. DEFAULT/WAIVER: Any payment due hereunder may be withheld by Village upon evidence of default by Contractor in the performance of any its obligations under this agreement. Any payment made hereunder, before acceptance of the entire project, will not be construed as evidence of acceptance of any part of the work. The contractor's acceptance of final payment will constitute a waiver of all claims. 5. WRITTEN AUTHORIZATION REQUIRED: The Contractor shall not make changes to the Scope of Work or perform any additional services or provide any additional material under this agreement without first obtaining written authorization from the Village for such additional services or materials. Additional services or materials provided without written authorization shall be done at the Contractor's sole risk and without payment from Village. 6. WORK CONDITIONS:Contractor' warrants that is has received and has had an opportunity to examine copies of associated bid documents and other descriptive data provided for the project and has fully acquainted itself with all the conditions relevant to the work to be 4 performed, including the work site, and assumes the risk of any variances between the actual conditions relevant to the work and the same as shown or represented in the bid documents; that it has made all necessary investigations of the project/site essential to a full understanding of the site conditions and any challenges which may be encountered in performing the work, and bases its conclusions to execute this contract on such investigation, independent of any other information prepared or furnished by the Village or others; and contractor will satisfactorily complete the work in accordance with the provisions of this contract,and will assume full and complete responsibility for such conditions relevant to the work,the site of the work, and all risks in connection therewith. 7. TIME FOR COMPLETION/DAMAGES: Time is of the essence. The Contractor will start the work when provided with a Notice to Proceed by the Village. The Contractor agrees that Page 3 of 17 the work will be substantially completed within 90 days of the issuance of the notice to proceed and will reach final completion within 115 days of the issuance of the notice to proceed. Village and Contractor recognize that time is of the essence of the agreement and that Village will suffer financial loss if the Work is not completed within the times specified above, plus any extensions therefrom. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by Village if the Work is not completed on time. Accordingly, instead of requiring any such proof, Village and Contractor agree that as liquidated damages for delay(but not as a penalty)Contract shall pay Village$1000.00 for each day that expires after the time specified above for completion.Liquidated damages due to the Village may be deducted from payments due to the Contractor or may be collected from the Contractor or its surety or sureties. 8. TERM;TERMINATION;NOTICE:This agreement,except any warranty requirements herein, shall terminate upon the completion of all eligible work and payment of all eligible costs in accordance with the contract requirements. This Agreement may be terminated by the Village with or without cause at any time for convenience. If terminated, the Contractor will,to the extent directed: stop work immediately; place no further orders or subcontracts for material, labor, services, or facilities; unless otherwise specified; complete the performance of any work not terminated; and take such other actions as may be necessary or requested by the Village for the protection of the terminated work. If terminated for convenience Contractor shall be paid based upon completed and acceptable work executed in accordance with the contract documents prior to the effective date of termination, expenses sustained prior to the effective date of termination in performing services, and furnishing labor, material, or equipment as required by the contract documents in connection with uncompleted work. Evidence of such costs must be substantiated by the submittal of order forms/price sheets/price schedules and must include the cost to complete each item including the methodology for determining that cost by Contractor. No compensation shall be paid for de-mobilization, take-down, disengagement, wind-down, lost profits or other costs incurred due to termination of this agreement. Notice under this agreement shall be considered sufficient when sent by certified mail or hand-delivered to the Parties during regular business hours at the following addresses: Page 4 of 17 Village Contractor Village of Tequesta Cone &Graham, INC. 345 Tequesta Drive 5101 Cone Road Tequesta, FL 33469 Tampa, FL 33610 Attn: Doug Chambers 9. CHANGE ORDERS: Seller is aware that price and time are of the essence in this contract, and that prompt and timely performance of all such obligations is strictly required. If conditions change that would require an increase in price, scope, or time for performance Contractor must notify the Village in writing detailing the conditions that have changed and requesting a change order to the contract. Contractor shall not proceed with any change to its obligations under a change order request unless documented in a Change Order executed by both Parties. If Contractor requests a change order the Village at its discretion may accept the change order as is or with modifications, deny the change order, re-advertise and re-solicit providers for the required goods or services or terminate this contract. If the Village elects to re-advertise and re-solicit the need for goods or services, the Village will have 90 days "Solicitation Period" in which to accept the contemplated change order or terminate this contract. At any time after execution of this Agreement but prior to Seller's delivery of the Goods, the Village reserves the right at its discretion to change, modify, revise add, or remove any part of its order for the Goods as described by this Agreement and any Exhibits, if applicable. If any such change to the Village's order causes an increase or decrease in the project cost or causes a change in the time required for completion of the project, the Village shall make an equitable adjustment in the contract price,the completion schedule, or both. Any change to the Village's scope of work and any subsequent equitable adjustment to the terms of this Agreement shall be effectuated through a written Amendment to this Agreement as executed by both Parries. 10. MATERIALS, EMPLOYEES, AND SUBCONTRACTORS: All materials shall be new, and both workmanship and materials shall be of good quality. Contractor shall, if required by Village, furnish samples or other satisfactory evidence as to the kind and quality of materials as directed by the Village, and all materials thereafter furnished by Contractor shall be in strict accord with such approved samples. The Contractor is an independent contractor and will employ only competent, careful, orderly, fully trained, and licensed, staff and shall at all times enforce Page 5 of 17 strict discipline and good order among its employees and subcontractors. Upon notification by Village that the conduct of any person employed by Contractor, or a subcontractor, is unsatisfactory to Village, Contractor will immediately remove such person from the project. All work performed hereunder shall be accomplished in a manner that will result in no lines, claims or encumbrances being imposed on the Village's property or suits brought against the Village. Contractor shall ensure prompt payment of all subcontractors and materialmen utilized by Contractor on the Project. In the event any materialman or subcontractor of Contractor should file any lien on the property of the Village or otherwise file a claim against the Village, Contractor shall be liable for any consequential damages to the Village resulting from the filing of any such lien or claim. 11. SUSPENSION OF WORK: at any time and without cause Village may suspend the work or any portion thereof for a period of not more than 90 consecutive days by written notice to Contractor and Engineer. Such notice will fix the date on which work will be resumed. Contractor shall resume the work on the date so fixed. Contractor shall be entitled to an adjustment in the Contract price or an extension of the contract times directly attributable to any such suspension. Any change proposal seeking such adjustments must be submitted no later than 30 days after the date fixed for resumption of work. 12. PERMITS AND REGULATIONS: Before commencing the performance of any work, the Contractor shall procure all necessary permits and licenses for completion of the work, and before and during the progress of work under the contract, give all notices and comply with all laws, ordinances, codes, rules, and regulations of every kind and nature now or hereafter in effect promulgated by any Federal, State, County, or other Governmental authority, including the Village, relating to the performance of work under this contract. The Contractor agrees to indemnify Village from liability or penalty which may be imposed by reason of an asserted violation of such laws, ordinances, codes, rules, or regulations. On completion of the work, the Contractor will submit original Certificates of Inspection and Acceptance and of Occupancy if necessary. Page 6 of 17 13. SAFETY:Contractor agrees to protect its own employees and work and its subcontractor's work and be responsible under all circumstances for their condition until the Village's acceptance of the entire project and to protect adjacent property from injury arising out of such work. The contractor agrees to abide by and observe all standards and regulations of the Occupational Safety and Health Administration which are applicable to the work performed. The contractor recognizes the work may involve exposure to toxic and other hazardous substances and the use of potentially dangerous equipment requiring high knowledge and skill levels to operate safely. 14. INSPECTION AND ACCEPTANCE: The Village shall have access to and the right to inspect all material, equipment, and work in the course of construction. The Village shall have the right to reject defective material, equipment, and workmanship, and rejected workmanship shall be satisfactorily replaced with acceptable material and equipment. Final project acceptance by the Village shall be made as promptly as practicable after completion and inspection of all work required hereunder. Acceptance shall be final and conclusive except as regards latent defects, fraud or gross mistakes, or with respect to Village's right under the paragraph entitled "Warranty". Final acceptance shall be evidenced by the Village's certification of completion to the Contractor that all work has been completed, inspected, and accepted by the Village. 15. WARRANTY: A.The Contractor warrants that the work to be performed hereunder,and the materials and - equipment to be fumished shall be free from all defects in equipment, material, design or workmanship, shall meet all requirements of this Contract, and shall be suitable for the purpose intended for the period of time specified in the RFP/ITBBid documents. If no time is prescribed within the bid documents then for a period of one (1) year from the date of the Village's final acceptance of the work. During the warranty period, the contractor hereby: (1) indemnifies and holds harmless the Village from and against all loss or damage arising out of or in connection with any such defects, and(2) agrees on notice from the Village to Contractor promptly to remedy and cure any such defect at the sole cost and expense of Contractor as set forth below. Page 7 of 17 B. Upon discovery of any defect within the warranty period provided, the following conditions shall apply: (1)The Village shall furnish written notice to the Contractor of the item or work involved; (2)Within ten(10)days after receipt by the Contractor of Village's notice,Contractor shall provide the following information in writing to the Village: a. acknowledgment of the notification given by the village of the defect; b. the corrective action to be taken by the Contractor to remedy the defect; c. disposition instructions regarding the defective item or work; d. the date that the defective items or work shall be repaired or replaced as required or, with the advance approval of the Village, a proposed price reduction to this contract for the Village's consideration. C. In addition to other rights and remedies provided in this paragraph, all subcontractor's manufacturers' and suppliers' warranties, express or implied, applicable to any material, equipment, parts, property and services furnished under this contract shall be enforced by the Contractor for the benefit of the Village and survive acceptance and payment. 16. INSURANCE: The Contractor shall provide proof of workman's compensation insurance and liability insurance in the amounts specified within the RFP/ITBBid documents and shall name the Village as an"additional insured"on the liability portion of the insurance policy.If no amounts are specified within the bid documents, then: A. The CONTRACTOR shall maintain, during the life of this Agreement, commercial general liability, including contractual liability insurance in the amount of$1,000,000 per occurrence ($2,000,000 aggregate)to protect the Contractor from claims for damages for bodily and personal injury, including wrongful death, as well as from claims of property damages which may arise from any operations under this Agreement, whether such operations be by the Contractor or by anyone directly employed by or contracting with the Contractor. The Contractor shall maintain, during the life of this Agreement, comprehensive automobile liability insurance in the minimum amount of$1,000,000 combined single limit for bodily injury and property damages liability to protect the Contractor from claims for damages for bodily and personal Page 8 of 17 injury, including death, as well as from claims for property damage,which may arise from the ownership,use, or maintenance of owned and non-owned automobiles, including rented automobiles whether such operations be by the Contractor or by anyone directly or indirectly employed by the Contractor. The Contractor shall maintain, during the life of this Agreement, Workers' Compensation Insurance and Employer's Liability Insurance for all employees as required by Florida Statutes. 17. SITE CLEANING: Contractor shall at tall times keep the site of the work free from accumulations of waste material or rubbish caused by its employees and subcontractors or the work.At the completion of the work,Contractor shall remove from the site all rubbish,implements and materials and shall leave the site in clean condition. 18. ENVIRONMENTAL PROCEDURES: If, during the course of the work, Contractor encounters or becomes aware of any environmentally related issues, including but not limited to the following, then Contractor shall immediately notify the Village: (1) the release or substantial threat of release of a hazardous substance; (2) the discovery of materials or substances of unknown origin on or under the premises; (3) the discovery of any underground storage tanks. (4)conditions requiring the obtaining of environmental permits for work completion. Contractor shall not take any action in respect of such environmentally related issues without first obtaining the written authorization of the Village or any necessary environmental permits. The contractor shall indemnify and hold harmless the Village from every claim, damage,loss, liability, action, complaint, or suit for bodily injury, sickness, disease,death or damage to property arising out of any breach of its obligations to comply with the foregoing procedures. 19. INDEMNIFICATION: The Contractor shall at all times indemnify, defend and hold harmless the Village, its council members, mayor, officers, employees, agents, and attorneys of, from and against any claim, demand, or cause of action of whatsoever kind or nature, arising out of error, omission,negligent act, conduct, or misconduct of the Contractor, its agents, servants, or employees in the performance of services under this Agreement. Nothing contained in this provision shall be construed or interpreted as consent by the Village to be sued,nor as a waiver of Page 9 of 17 sovereign immunity beyond the waiver provided in Section 768.28, Florida Statutes. The Contractor's liability hereunder shall include all attorney's fees and costs incurred by the Village in the enforcement of this indemnification provision. The includes claims made by the employees of the Contractor against the Village and the Contractor hereby waives its entitlement, if any, to immunity under Section 440.11,Florida Statutes. The obligations contained in this provision shall survive the termination of this agreement and shall not be limited by the amount of any insurance required to be obtained or maintained under this agreement. Subject to the limitations set forth in this Section, Contractor shall assume control of the defense of any claim asserted by a third party against the Village and, in connection with such defense, shall appoint lead counsel, in each case at the Contractor's expense. The Village shall have the right, at its option, to participate in the defense of any third-party claim, without relieving Contractor of any of its obligations hereunder. If the Contractor assumes control of the defense of any third-party claim in accordance with this paragraph, the Contractor shall obtain the prior written consent of the Village before entering into any settlement of such claim. Notwithstanding anything to the contrary in this section, the Contractor shall not assume or maintain control of the defense of any third party claim, but shall pay the fees of counsel retained by the Village and all expenses, including experts' fee,if(1)an adverse determination with respect to the third party claim would, in the good faith judgement of the Village, be detrimental in any material respect to the Village's reputation; (2) the third party claim seeks an injunction or equitable relief against the Village; or (3) the Contractor has failed or is failing to prosecute or defend vigorously the third party claim. Each party shall cooperate, and cause its agents to cooperate, in the defense or prosecution of any third-party claim and shall furnish or cause to be furnished such records and information, and attend such conferences, discovery proceedings, hearings, trials, or appeals, as may be reasonably requested in connection therewith. It is the specific intent of the parties hereto that the foregoing indemnification complies with Section 725.06, Florida Statutes, as amended. Contractor expressly agrees that it will not claim, and waives any claim, that this indemnification violates Section 725.06, Florida Statutes. Nothing contained in the foregoing indemnification shall be construed as a waiver of any immunity or Page 10 of 17 limitation of liability the Village may have under the doctrine of sovereign immunity or Section 768.28,Florida Statutes. 20. PUBLIC ENTITIES CRIMES ACT: As provided in Sections 287.132-133, Florida Statutes, by entering into this Agreement or performing any work in furtherance hereof, the Contractor certifies that it, its affiliates, suppliers, subcontractors, and consultants who will perform hereunder, have not been placed on the convicted vendor list maintained by the State of Florida Department of Management Services within thirty-six(36)months immediately preceding the date hereof. This notice is required by Section 287.133(3)(a),Florida Statutes. 21. DISCRIMINATORY VENDOR'S:In accordance with Section 287.134, Florida Statutes, an entity or affiliate who has been placed on the Discriminatory Vendor List, kept by the Florida Department of Management Services, may not submit a bid on a contract to provide goods or services to a public entity; may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor or consultant under a contract with any public entity; and may not transact business with any public entity. By entering into this agreement or performing any work in furtherance hereof,the Contractor certifies that it, its affiliates, suppliers, subcontractors, and consultants who will perform hereunder, have not been placed on the discriminatory vendor lists maintained by the State of Florida Department of Management Services list. CONTRACTOR certifies that it and its subcontractors are not on the Scrutinized Companies that Boycott Israel List and are not engaged in the boycott of Israel. Pursuant to section 287.135, Florida Statutes, the VILLAGE may immediately terminate this Agreement at its sole option if the CONTRACTOR or any of its subcontractors are found to have submitted a false certification; or if the CONTRACTOR or any of its subcontractors are placed on the Scrutinized Companies that Boycott Israel List or is engaged in the boycott of Israel during the term of this Agreement. If this Agreement is for one million dollars or more,the CONTRACTOR certifies that it and its subcontractors are also not on the Scrutinized Companies with Activities in Sudan List, Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List or engaged in business operations in Cuba or Syria as identified in Section 287.135, Florida Statutes. Pursuant Page 11of17 to Section 287.135, the VILLAGE may immediately terminate this Agreement at its sole option if the CONTRACTOR, or any of its subcontractors are found to have submitted a false certification; or if the CONTRACTOR or any of its subcontractors are placed on the Scrutinized Companies with Activities in Sudan List, or Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or are or have been engaged with business operations in Cuba or Syria during the term of this Agreement. 22. INDEPENDENT CONTRACTOR: It is specifically understood that the Contractor is an independent contractor and not an employee of the Village.Both the Village and the Contractor agree that this Agreement is not a contract for employment and that no relationship of employee- employer or principal-agent is or shall be created hereby,nor shall hereafter exist by reason of the performance of the services herein provided. 23. INSPECTOR GENERAL: Pursuant to Sections 2-421-2432 of the Palm Beach County Code of Ordinances, the Office of the Inspector General has jurisdiction to investigate municipal matters, review and audit municipal contracts, and other transactions, and make reports and recommendations to municipal governing bodies based on such audits, reviews, or investigations. All parties doing business with the Village shall fully cooperate with the inspector general in the exercise of the inspectorgeneral's functions authority, and power. The inspector general has the power to take sworn statements, require the production of records, and to audit, monitor, investigate and inspect the activities of the Village, as well as contractors and lobbyists of the Village in order to detect, deter, prevent, and eradicate fraud, waste, mismanagement, misconduct, and abuses. 24. E-VERIFY ELIGIBILITY: The Contractor warrants and represents that it is in compliance with Section 448.095, Florida Statutes, as may be amended. No later than January 1, 2021, the Contractor shall: (1) register with and use the E-Verify System (E-Verify.gov) to electronically verify the employment eligibility of all newly hired workers, and (2) verify that all of the Contractor's subconsultants performing the duties and obligations of this Agreement are registered with and use the E-Verify System to electronically verify the employment eligibility of all newly hired workers. The Contractor shall obtain from each of its sub-consultants an affidavit Page 12of17 stating that the sub-consultant does not employ,contract with,or subcontract with an Unauthorized Alien, as that term is defined in Section 448.095(1)(k),Florida Statutes,as may be amended. The Contractor shall maintain a copy of any such affidavit from a sub-consultant for, at a minimum, the duration of the subcontract and any extension thereof. This provision shall not supersede any provision of this Agreement which requires a longer retention period. The Village shall terminate this Agreement if it has a good faith belief that the Contractor has knowingly violated Section 448.09(1),Florida Statutes, as may be amended. If the Contractor has a good faith belief that the Contractor's subconsultant has knowingly violated Section 448.09(1),Florida Statutes,as may be amended, the Village shall notify the Contractor to terminate its contract with the sub-consultant and the Contractor shall immediately terminate its contract with the sub-consultant. In the event of such contract termination,the Contractor shall be liable for any additional costs incurred by the Village as a result of the termination. 25. SCRUTINIZED COMPANIES: For Contracts under$1 M, the Contractor certifies that it is not on the Scrutinized Companies that Boycott Israel List created pursuant to Section 215.4725, Florida Statutes and that it is not engaged in a boycott of Israel. The Village may terminate this Agreement at the Village's option if the Contractor is found to have submitted a false certification as provided under Section 287.135(5), Florida Statutes, if the Contractor has been placed on the Scrutinized Companies that Boycott Israel List created pursuant to Section 215.4725, Florida Statutes, or if Contractor is engaged in a boycott of Israel. For Contracts over $1 M, the Contractor certifies that it is not on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or the Scrutinized Companies that Boycott Israel List created pursuant to Section 215.4725, Florida Statutes. The Contractor further certifies that it is not engaged in a boycott of Israel, and that it does not have business operations in Cuba or Syria, as similarly provided in Section 287.135, Florida Statutes. The Village may terminate this Agreement at the Village's option if the Contractor is found to have submitted a false certification as provided under Section 287.135(5), Florida Statutes or if the Contractor has been placed on one of the aforementioned lists created pursuant to Section 215.4725, Florida Statutes. Additionally, the Village may terminate this Agreement at the Village's option if the Contractor is engaged in a boycott of Israel or has been engaged in business operations in Cuba or Syria, as defined in Section 287.135,Florida Statutes. Page 13 of 17 26. NOTICE OF CLAIM: All Contractor claims,disputes and other matters in question against Village arising out of or related to this agreement or the breach thereof, including without limitation claims in respect of changes in the Contract Price or Contract time, shall be initiated by a written notice of claim submitted to Village. Such written notice of claim shall be received by the Village no later than seven(7)days after the event,or the first appearance of the circumstances, causing the claim, and same shall set forth in detail all known facts and circumstances supporting the claim including the amount claimed. Contractor agrees and acknowledges that its failure to provide written notice of claim as set forth herein shall constitute a waiver of any claim for additional compensation or time extension related thereto. 27. DOCUMENTATION IN SUPPORT OF CLAIMS: Upon discovering an event or condition forming the basis of a claim for an increase in the Contract Price or an extension of the Contract Time, Contractor shall,until the claim is resolved, commence to maintain separate records evidencing all costs and delays incurred in connection with the event or condition forming the basis for the claim. 28. FORMAL WRITTEN CLAIM: No later than thirty(30)days after the date of the written notice of claim, Contractor shall submit a formal written claim which shall include at least the following information: (1) a concise statement of the occurrence(s) supporting the claim, dispute or other matter, and the relief sought; (2)identification of the facts giving rise to the claim, dispute or other matter; (3)the date Contractor discovered the occurrence(s); (4)a detailed schedule of values identifying all costs resulting from the claim, dispute or other matter; (5) documentation supporting the schedule of values; (6) identification of any impact the claim, dispute or other matter has on the critical path schedule; and(7) all correspondence, internal memoranda, progress notes, and other documentation relating to the events which form the basis of the claim, dispute or other matter. Contractor shall submit other information or documents to Village within ten(10) days after written request by Village. The failure to provide a claim as set forth herein,or the failure to provide such other documents or information requested by Village within ten(10)days after the written request, shall constitute a waiver of any claim for additional compensation or time extension related thereto. Page 14 of 17 29. ATTORNEY'S FEES: In the event, a dispute arises concerning this Agreement, the prevailing party shall be awarded attorney's fees, including fees on appeal. 30. FORCE MAJEURE: The Contractor shall not be considered in default by reason of any failure in performance under this Agreement if such failure arises out of causes reasonably beyond the control of the Contractor or its subcontractors and without their fault or negligence. Such causes include, but are not limited to: acts of God; acts of war•, natural or public health emergencies; labor disputes; freight embargoes; and abnormally severe and unusual weather conditions. 31. CHOICE OF LAW; VENUE: This Agreement shall be governed and construed In accordance with the laws of the State of Florida, and venue shall be in Palm Beach County should any dispute arise with regard to this Agreement. 32. AMENDMENTS AND ASSIGNMENTS: The Contractor shall not transfer or assign the provision of services called for in this Agreement without prior written consent of the Village. 33. PUBLIC RECORDS: In accordance with Section 119.0701, Florida Statutes,the Contractor must keep and maintain this Agreement and any other records associated therewith and that are associated with the performance of the work described in the Scope of Services. Upon request from the Village's custodian of public records, the Contractor must provide the Village with copies of requested records, or allow such records to be inspected or copied, within a reasonable time in accordance with access and cost requirements of Chapter 119, Florida Statutes. A Contractor who fails to provide the public records to the Village, or fails to make them available for inspection or copying,within a reasonable time may be subject to attorney's fees and costs pursuant to Section 119.0701, Florida Statutes, and other penalties under Section 119.10, Florida Statutes. Further, the Contractor shall ensure that any exempt or confidential records associated with this Agreement or associated with the provision of services contemplated herein are not disclosed except as authorized by law for the duration of the Agreement term,and following completion of the Agreement if the Contractor does not transfer the records to the Village. Finally, Page 15 of 17 upon completion of the Agreement, the Contractor shall transfer, at no cost to the Village, all public records in possession of the Contractor,or keep and maintain public records required by the Village. If the Contractor transfers all public records to the Village upon completion of the Agreement, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the Agreement, the Contractor shall meet all applicable requirements for retaining public records. Records that are stored electronically must be provided to the Village,upon request from the Village's custodian of public records,in a format that is compatible with the Village's information technology systems. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119,FLORIDA STATUTES,TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, PLEASE CONTACT THE VILLAGE CLERK, RECORDS CUSTODIAN FOR THE VILLAGE, AT (561) 768-0685, OR AT Imcwilliams(i0eguesta.org, OR AT 345 TEQUESTA DRIVE, TEQUESTA, FLORIDA 33469. 34. SEVERABILITY: The invalidityor unenforceabili of an provision of this tY Y Agreement shall not affect the validity or enforceability or any other provision of this Agreement and this Agreement shall be construed and enforced in all respects as if the invalid or unenforceable provision is not contained herein. 35. WAIVER: No waiver by the Village of any provision of this Agreement shall be deemed to be a waiver of any other provisions hereof or of any subsequent breach by the Contractor of the same, or any other provision or the enforcement hereof. The Village's consent to or approval of any act requiring the Village's consent or approval of any act by the Contractor shall not be deemed to render unnecessary the obtaining of the Village's consent to or approval of any subsequent consent or approval of, whether or not similar to the act so consented or approved. 36. ENTIRE AGREEMENT: This Agreement, along with the bid forms, responses, notice of award, completed bonds, surety and insurance forms, notice to proceed, and associated Page 16 of 17 drawings and scope of work forms constitutes the entire agreement between the parties; no modification shall be made to this Agreement unless such modification is in writing, agreed to by both parties, and attached hereto as an addendum to this Agreement. 37. AUTHORITY TO OBLIGATE: Each person signing this agreement on behalf of either Parry individually warrants that he or she has the full legal power to execute this agreement on behalf of the Parry for whom he or she is signing and bind and obligate such party with respect to all provisions contained in this agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date and year first above written. WITNESSES: CONE & GRAHAM, INC. Digitally signed by Randall Randall C ro p pCropp Date:2026.03.23 09:51:08-04'00' By(Print):—Randy Cropp,EC Division Admin (Corporate Seal) VILLAGE OF TEQUESTA ATTEST: By: Molly Yo g,Mayor Lori McWilliams, MMC Village Clerk tioogA� m':m' _u) 957 /111101111111110 Page 17 of 17 Exhibit A Kimley0flo n Date: March 2022 Project Name: Tecluesta Drive Bridge 5 Year CIP Rem No. Observa8on R.Mmmandsd Repair AaaunAeats Dr4na1hn lltha0vt t Lhw I Urst Coe( 7orr Coal 1 General clawing and dscdwsbm of bridge Palm PovnuNach,Class V paint ConWnman irtdudad aml4 m include rNai+e Nag -on.mdudas mW-Ii ttion MmmenancapSyem 7000 SF S a S 1S6,000 2 Corrosion m oted*heat pile on noMeast Ntng Nell I...t coang d area Sheer prle Rust ramovei,recoawr%a contalnmaM Inducted,Omits induce visible on KH Inwoodon 1200 SF S 100 S 120,000 Spandrel on south old.naa gnpact menage Pe04,bent of the damaged sadon Remove rotated sectlort,dowel Intoexisting3 *.satin precast spandrel su5on to match existng, Pant and mot0tzb.cwarad In hem 1 KH Irm on i LS S 50,00D S 50,000 4 Cortar 1.crack.at noutmanta Irjeot&sad somata arvcla Moblazabon induced Nim hem 1 KH inspection a5 LF i 360 S 33,250 5VVatr Intrusion staning al esPsaim join location RaOoos EJ ow—edwwik eat bridge Ramwe damaged ezpamlon joint dam area nonh and south sides KN Inpction 355 LF S 110 S 39,050 Bntlge lights are under".during high ads R.I c We.lighs 3 Fet above aurem Purcnw new lights,imtallnewmduraSup,rro A.si0n dermral sod. Directed b EA i 1,000 i 8.000 BM eradcatlon' Flu opeNnga on the underside of the bntlge Cie.ang of the area,addrg sWcone or other tau r r to event beta from noose new.,to me area Directed 1-1 years 1575 LF $ 813 25,100 I.Pending enviammental.,-,gMmn.Severat.1 epectee an lederally prolecle4 arM cannot be,.rowed. 2.Cast estimates tot hems i through 4 assume repwm ale perotrmed concunently under i conlrsdor. Subtotal: S 431,400 10%Engineering and Permitting: $ 43,140 toy.Contingency: $ 43140 BUDGET TOTAL: $ 517,680 Note:The values sham do not include flacon The Conou taM nos rro coned war the coat.1labor,matanale,edulpmam,or ova,the Contractor.m.thoda of d t"rsng pdrss or war compeMive Nddng or market cor4boa.Opk im of probable costs provided herein are based an Ina inlomaaon knp N+M tM time and represent only the judgment as a design ptofewonal I—N.,Nth the at—t -ion Industry.Tide..nimble cannot and dos.not guarantee that proposda,lads,or*dual construction does vd not very non he oioniom or plob.N.mats. U) W U U F U ] L.L ® 0 «%§ � 0 ), § > U E « / j - r 8 , _ to d ° \ � ® 7 D 7 - �w10"1 a$ Z Z / % � t $ {k $ §{c- W J) a ]) CD C/) U) O U \ \ \ \ ± / } � \ © / | E y } cl \ § 2 2 C . - } - I 0 Q [ �) 2 � k } « I coCL co) ) M/ \ \ � i * $« ) / _ \ ) E #§) 3 $}\ 3 `� { ! kk \ ) }«« \} ]/)]\\}ai ®� f�ƒ ® �f3 ±e /&/jj ) \} i� )jk2 `\ { cx /\ ES j J < ® ®a. aa=$I d/§za.}G} 2F- 3dJJ . . w > PUBLIC RECORDS. In accordance with Sec. 119.0701, Florida Statutes, CONTRACTOR must keep and maintain this Agreement and any other records associated therewith and that are associated with the performance of the work described in the Proposal or Bid. Upon request from the Village's custodian of public records, CONTRACTOR must provide the Village with copies of requested records, or allow such records to be inspected or copied, within a reasonable time in accordance with access and cost requirements of Chapter 119, Florida Statutes. A CONTRACTOR who fails to provide the public records to the Village, or fails to make them available for inspection or copying, within a reasonable time may be subject to attorney's fees and costs pursuant to Sec. 119.0701, Florida Statutes, and other penalties under Sec. 119.10, Florida Statutes. Further, CONTRACTOR shall ensure that any exempt or confidential records associated with this Agreement or associated with the performance of the work described in the Proposal or Bid are not disclosed except as authorized by law for the duration of the Agreement term, and following completion of the Agreement if the CONTRACTOR does not transfer the records to the Village. Finally, upon completion of the Agreement, CONTRACTOR shall transfer, at no cost to the Village, all public records in possession of the CONTRACTOR, or keep and maintain public records required by the Village. If the CONTRACTOR transfers all public records to the Village upon completion of the Agreement, the CONTRACTOR shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the CONTRACTOR keeps and maintains public records upon completion of the Agreement, the CONTRACTOR shall meet all applicable requirements for retaining public records. Records that are stored electronically must be provided to the VILLAGE, upon request from the Village's custodian of public records, in a format that is compatible with the Village's information technology systems. IF CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, PLEASE CONTACT THE VILLAGE CLERK, RECORDS CUSTODIAN FOR THE VILLAGE, AT (561) 768-0440, OR AT Imcwilliams@tequesta.org, OR AT 345 TEQUESTA DRIVE, TEQUESTA, FLORIDA 33469. Pursuant to Article XII of the Palm Beach County Charter, the Office of the Inspector General has jurisdiction to investigate municipal matters, review and audit municipal contracts and other transactions, and make reports and recommendations to municipal governing bodies based on such audits, reviews, or investigations. All parties doing business with the Village shall fully cooperate with the inspector general in the exercise of the inspector general's functions, authority, and power. The inspector general has the power to take sworn statements, require the production of records, and to audit, monitor, investigate and inspect the activities of the Village, as well as contractors and lobbyists of the Village in order to detect, deter, prevent, and eradicate fraud, waste, mismanagement, misconduct, and abuses. "The Village of Tequesta strives to be an inclusive environment. As such, it is the Village's policy to comply with the requirements of Title II of the American with Disabilities Act of 1990 ("ADA") by ensuring that the Contractor's [ agreement/bid documents and specifications ] are accessible to individuals with disabilities. To comply with the ADA, the Contractor shall provide a written statement indicating that all [ agreement /bid documents and specifications], from Contractor, including files, images, graphics,text, audio, video, and multimedia, shall be provided in a format that ultimately conforms to the Level AA Success Criteria and Conformance Requirements of the Web Content Accessibility Guidelines 2.0 (Dec. 11, 2008) ("WCAG 2.0 Level AA"), published by the World Wide Web Consortium ("WK"), Web Accessibility Initiative ("WAI"), available at www.w3.org/TR/­­WCAG/­`." E-Verify Affidavit Bid/Proposal Number: Project Description: In accordance with Section 448.095, F.S., Contractor acknowledges and agrees to utilize the U.S. Department of Homeland Security's E-Verify System to verify the employment eligibility of: 1. All persons employed by the Contractor to perform employment duties within Florida during the term of the contract; and 2. All persons (including SUBCONTRACTORS) assigned by the Contractor to perform work pursuant to the contract. The Contractor acknowledges and agrees that use of the U.S. Department of Homeland Security's E-Verify System during the term of the contract is a condition of the contract with the Village of Tequesta. Contractor further agrees to retain sufficient evidence of their enrollment in the E-Verify System and provide such evidence to the Village of Tequesta upon request. Sufficient evidence shall consist of a printed copy of the completed E-Verify Company Profile page, obtained from hgps://www.e- verify.gov. Contractor also agrees to obtain from each of its subcontractors/subconsultants an affidavit stating that the subcontractor/subconsultant does not employ, contract with, or subcontract with an Unauthorized Alien, as that term is defined in Section 448.095(1)(k), F.S. Contractor further agrees to maintain a copy of any such affidavit from a subcontractor/subconsultant for, at a minimum, the duration of the subcontract and any extension thereof. By affixing your signature below, you hereby affirm that you will comply with all E-Verify requirements. Company name Federal Employer Identification No. Signature Date Print Name Title STATE OF FLORIDA PALM BEACH COUNTY Sworn and subscribed before me by means of❑physical presence or ❑online notarization on this day of ,20 by ,who is personally known to me or has produced as identification and who did/did not take an oath, in the state and county first mentioned above. Notary Public (affix seal) My Commission Expires: CONSTRUCTION PLANS FINAL SUBMITTALExhibit A FOR TEQUESTA DRIVE BRIDGE RESTORATION PREPARED FOR 7 VILLAGE OF TEQUESTA E OCTOBER 2025 ova Sheet List Table Sheet Number Sheet Title G-001 COVER SHEET G-101 GENERAL NOTES (1 OF 4) PROJECT LOCATION 71 2' PALM BEACH COUNTY 0 4, G-102 GENERAL NOTES (2 OF 4) G-103 GENERAL NOTES (2 OF 4) PROJECT LOCATION G-104 GENERAL NOTES (3 OF 4) NORTH FORK STAGING AREA PLAN j S-101 LOXALATCHEE RIVER S-102 OVERALL BRIDGE SITE PLAN E o S-103 ENLARGED SITE PLAN (1 OF 2) S-104 ENLARGED SITE PLAN (2 OF 2) S-201 REPAIR PHOTOGRAPHS (1 OF 7) S-202 REPAIR PHOTOGRAP HS (2 OF 7) S-203 REPAIR PHOTOGRAPHS (3 OF 7) LU LU wok S-204 REPAIR PHOTOGRAPHS (4 OF 7) T- S-205 REPAIR PHOTOGRAPHS (5 OF 7) S-206 REPAIR PHOTOGRAPHS (6 OF 7). LL LU S-207 REPAIR PHOTOGRAPHS (7 OF 7) > S-301 REPAIR DETAILS (1 OF 6) 0 S-302 REPAIR DETAILS (2 OF 6) C) A-1 S-303 REPAIR DETAILS (3 OF 6) S-304 REPAIR DETAILS (4 OF 6) w < S-305 REPAIR DETAILS (5 OF 6) Z to S-306 REPAIR DETAILS (6 OF 6) o LU I LOCATION MAP co -00 VILLAGE OFFICIALS NTS -LLI I.- MAYOR MOLLY YOUNG Q ALL VICE MAYOR RICK SARTORY 0 90 U) U, COUNCIL MEMBER LAURIE BRANDON w U) 0 COUNCIL MEMBER JAYSON FRENCH CALL48 HOURS • LU < VILLAGE MANAGER JEREMY ALLEN BEFORE YOU DIG 0 DIRECTOR OF PUBLIC WORKS DOUG CHAMBERS U-1 ITSTHELAWI DIAL 81 1 --below. SHEET NUMBER G-001 _ GENERAL NOTES UTILITIES SPILL PREVENTION 1. ME WHIM CTOR SHALL REPAIR OR REMOVE ANY EQUIPMENT LEAKING FUEL.OIL.OR OMER FLUIDS I. ME GOVERNING CODES AND SPECIFICATION FOR THIS PROJECT ARE 1, EXISTING UTIUTIES ARE TO REMAN IN PLACE UNLESS OMEIRWSE NOTED, IMMEDIATELY. 2023 FLORIDA BUILDING CODE EIGHM EDITION. 2. ME CONTRACTOR IS RESPONSIBLE FOR ME PROTECTION OF ALL EXISTING UTIUTIES. 2. ME CONTRACTOR SHALL PREPARE A SPILL CONIMCENCY PLAN IN ACCORDANCE WITH 40CFR,PART 109. 1,2, FLORIDA DEPARTMENT OF TRANSPORTATION,FT 2024-25 STANDARD PLANS,INDICES REFERENCED 3. ME UTILITY COMPANIES SHALL BE NOTIFIED BY ME CONTRACTOR TWO(2)BUSINESS DAYS IN ADVANCE THE CO TRACTOR SHALL PREVENT OIL,FUEL q2 OTHER HAZARDOUS SUBSTANCES FROM ENTERING ME E HERON' OF ANY EXCAVATION INMLVINC THEIR UTILITIES SO MAT COMPANY REPRESENTATIVE CAN BE PRESENT. AIR,GROUND,DRAINAGE,AND LOCAL BODIES OF WATER OR WEA-ANDS.IN ME EVENT MAT A SPILL CATIONS - 1.3. FY 2024-2025 STANDARD SPECIFI FOR ROAD AND BRIDGE CONSTRUCTION,DIVISION II&III, OCCURS,DESPITE DESIGN AND PROCEDURAL CONTROLS,ME CONTRACTOR SHALL TAKE IMMEDIATE _ AS MODIFIED BY VILLAGE OF MQUESTA OR AS MODIFIED HEREIN. C ME CONTRACTOR IS TO USE CAUTION MEN WORKING IN OR AROUND AREAS OF OVERHEAD ACTON i0 CONTAIN AND CLEANUP ME SPILL AND REPORT ME SPILL IMMEDIATELY i0 ME COUNTY'S 2. ME NOTES PRE NOT INTENDED TO REPLACE ME NANUFACMRER'S RECOMMENDATIONS OR TRANSMISSION ONES,UNDERGROUND UTILITIES,OR NEAR CANAL BANKS. REPRESENTATIVE.A WRITTEN REPORT PROVIDING CERTIFICATION OF COMMITMENT OF MANPOWER, _ CONSTRUCTION DRAWING NOTES AND DETAILS.IN CASE OF CONFUCT BETWEEN ME REQUIREMENTS OF 5. CONTRACTOR SHALL LOCATE UTILITIES PRIOR i0 ME INSTALLATION OF SHEET PILES. EOUIPMENT MD MATERIALS NECESSARY i0 PREVENT ME SPREAD AND EFFECT EXPEDITIOUS CEEPNUP ME MANUFACTURER'S RECOMMENDATIONS AND CONSTRUCTION DRAWINGS.ME MORE STRINGENT AND DISPOSAL SHALL BE SUBMITTED. _ REWIRENENT SHALL APPLY. ]. ME CONTRACT DOCUMENTS HAVE MADE NO INTENT TO GIVE SPECIFIC INSTRUCTIONS CONCERNING ME EROSION CONTROL AND TURBIDITY BARRIERS MAINTENANCE OF TRAFFIC MEANS,METHODS,IEtlHN10UES,SEQUENCES,PROCEDURES,AND ASSIGNMENT OF WORK. 1. COMPLY WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 104 4. COMPLY WITH ME REQUIREMENTS OF ME GOVERNING BUILDING CODE AND ALL OMER APPLICABLE 'PREVENTION,CONTROL,AND ABATEMENT OF EROSION AND WATER POLLUTION'. IMAINTENANCE OF TRAFFIC FOR MIS PROJECT SHALL BE IN COMPLIANCE WITH ME APPLICABLE FOOT FEDERAL,STATE MD LOCAL CODES,STANDARDS,REGULATIONS AND LAWS. 2. ME CONTRACTOR SHALL PROVIDE A WASHOUT STATION TO BE INSPECTED AND APPROVED BY ME STANDARD PLAN INDICES 102-600 SERIES AND THESE DOCUMENTS;ME MANUAL ON UNIFORM TRAFFIC 5. CONTRACTOR SHALL VISIT PROJECT SITE MD BE FAMILIAR WITH ME PROPOSED WORK,TAKE FLED MLLACE PRIOR i0 ME USE OF MY PANT,CONCRETE,GROUT MATERIALS,OR ANY OTHER MATERIALS CONTROL DEVICES FOR STREETS AN HIGHWAYS(U.S.DEPARTMENT OF TRANSPORTATON,FHWA),SHALL MEASUREMENTS AND VERIFY ALL FIELD CONDITIONS.AND REPORT MEASURED QUANTITIES AND ANY MAT REQUIRE A WASHOUT. BE F010WE0 IN ME DESIGN,APPLICATION,INSTALLATION,NNNTENANCE AND REMOVAL OF ALL TRAFFIC DISCREPANCIES TO ME ENGINEER PRIOR TO CONSTRUCTION.THESE DOCUMENTS ARE INTENDED TO BE CONTROL DEVICES,WARNING DEVICES,AN D BARRIERS NECESSARY TO PROTECT ME PUBLIC AND USED AS NEEDED BY ME CONTRACTOR FOR ME OBSERVED SITE OEICIENCIES.IT IS ME CONTRACTOR'S ]. NO DEBRIS OR MATERIALS RESULTING FROM ME WORK SHALL EB PERMITTED IN ME WORKMEN FROM HAZARDS WITHIN ME PROJECT LIMITS RESPONSIBILITY TO DOCUMENT WHERE THEY ARE TO BE APPUED AND TO WHAT EXTENT. WATERWAY/CHANNEL CONTRACTOR SHALL UTILIZE CONTAINMENT SYSTENS OR BEST MANAGEMENT PRACTICES TO CONTAIN ALL DEBRIS OR MATERIALS AND DISPOSE OF OFF SIZE. 2. CONTRACTOR TO MAINTAIN PUBLIC VEHICULAR AND PEDESTRIAN ACCESS TO ME BRIDGE FOR FULL F 6. REVIEW ALL CONTRACT DOCUMENTS,DIMENSIONS AND SIZE CONDITIONS AND COORDINATE WITH FIELD DURATION OF PROJECT. _ DIMENSIONS AND PROJECT SHOP ORAWNGS PRIOR TO CONSTRUCTION. 4. PROTECTION OF WATER RESOURCES: OJ ]. AT NO TINE SHALL ME CONTRACTOR FULLY CLOSE ME BRIDGE TO PUBUC ACCESS. ]. PROTECT EXUSTING FACILITIES,STRUCTURES,AND UTIUTY ONES,AND ADJACENT PROPERTY MON 4.1. ME CONTRACTOR SHALL CONDUCT ACTIVITIES IN A MANNER TO AVOID POLLUTION OF SURFACE AND y _ - _ OpMAGE.ME CONTRACig2 IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY,CONSRUCTON PROCEDURES, GROUNOWp1ER AND WETIJJJ08.ME CONTRACTOR'8 CONBIRUCTION METHODS SHALL PROTECT 4. ME EXISTING BRIDGE SHALL REMAIN OPEN i0 BIDIRECTIONAL VEHICULAR TRAFFIC AT ALL TIMES DURING O AND DAMAGE OR INJURY DUE M HIS ACT OF NEGLECT. WETLAND AND SURFACE WATER AREAS FROM DAMAGE DUE TO MECHANICAL GRADING,EROSION, REPAIRS.ME CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC IN EACH DIRECTION AT A MINIMUM. SEDIMENTATION VEHICULAR TRAFFIC,AND TURBID DISCHARGES.NO STORAGE OR SMCKPIUNG OF ALL LANE CLOSURE REQUESTS MUST BE SUBMITTED AND APPROVED BY ME VILLAGE PRIOR TO CLOSING T - 8. SUITABLY DOCUMENT EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ME WORK AND SHALL EQUIPMENT SHALL BE ALLOWED WMIN MY WERANO AREA UNLESS SPECIFICALLY AUTHORIZED ANY LANES. RESTORE ALL DAMAGED OR DISTURBEO AREAS TO MEET OR EXCEED ORIGINAL SIZE CONDITIONS TO ME UNDER PERMIT.WATER RETENTION AREAS TO ALLOW SETTING OF SUSPENDED MATERIALS.ALL ING OF ANY WATER 5. PHASED CONSTRUCTION ONE-LANE CLOSURE IS ANTICIPATED. MLLACE'S SATISFACTION. AREASNONITORMAT WITH ARE AFFECTED BY CONSTRUCTION ACTIVITIES SHALL BE ME RESPONSIBILITY OF ME 6. PROPOSED MRU LANE WIDTHS SHALL BE NO LESS MAN 11 FEET WIDE. ^ o ¢ 9. SCALING OF DRAWINGS SHALL NOT BE USED 10 OBTAIN OR VERIFY ANY DIMENSION SHOWN ON ME CONTRACTOR. J. ME CONTRACTOR SHALL NOTIFY ME ME SCHOOL DISTRICT OF PALM BEACH COUNTY TRANSPORTATION �o DRAWINGS.ME CONTRACTOR SHALL VISIT ME SIZE TO DETERMINE ANY DIMENSION NOT GIVEN ON 5. ME CONTRACTOR SHALL BURNISH,INSTALL AND MAINTAIN A TYPE II FLOATING TURBIDITY CONTROL A' DRAWNGS. CURTAIN AROUND WORK AREA.ME PURPOSE OF ME CURTAIN IS TO AWID MY DEBRIS FROM GOING SERVICES DEPARTMENT AS WELL AS LOCAL EMERGENCY RESPONSE AND RESCUE AGENCIES INCLUDING V/ _ 10.ASSEMBLE AND INSTALL MATERIALS AND PRODUCTS IN STRICT ACCEPTANCE WITH ME NANUFACMRER'S INTO ME MAIN WATERS.ME CONTRACTOR HAS ME ORTON TO ENCLOSE ME ENTIRE WATERSIDE OF ARE RESCUE DEPARTMENT EMERGENCY MEDICAL SERVICES(EMS),AND POLICE DEPARTMENTS,LOCATED - ME SIZE,WMIN ME LIMITS OF DISTURBANCE,OR TO INSTALL ANO MOVE ME CURTAIN IN STAGES.ME WITHIN A 5 MILE RADIUS OF ME PROJECT STE,OF ANY LANE CLOSURES OR RESTRICTONS AND ME - o INSTRUCTIONS MD WITH INDUSTRY/ASSOCIATION STANDARDS.MATERIALS OR WORK DESCRIBED IN WORDS ANTICIPATED DURATION WITH 14 DAYS ADVANCE NOTICE AND AGAIN 24 HOURS IN ADVANCE OF ANY a CONTRACTOR SHALL MAINTAIN SUCH CURTAINS AT PLL TINES IN ME AREAS WHERE WORK IS IN STANDARD. HAVE L WATERIAOWIN TECHNICAL TRADE NEANINC SHALL BE HELD TO REFER i0 ME RECOGNIZED CLOSURES OR RESTRICTIONS. STANDARD.ALL NAIERIALS SHALL BE NEW U.O.N. PROGRESS. - 6. FLOATING TURBIDITY BARRIERS TO BE MANUFACTURED IN ACCORDANCE WITH MOT ROADWAY PND B. ME CONTRACTOR SHALL RESTORE ALL EXISTING PAVEMENT DAMAGED D AS RESULT CONSTRUCTION AN \/ i II.ME SCOPE 4F WORK AND TICIPATED QUANTITIES IN THESE CONSTRUCTION DOCUMENTS ARE BASED MAFFIC DESIGN STANDARDS.DEPTH OF CURTAIN SHALL BE AS RECOMMENDED BY ME NANUFACIURER OR MOT PREPARATIONS i0 ORIGINAL CONDITION(PRIOR 10 CONSTRUCTION))AS DETERMINED NED BY ME Jam ON VISUAL OBSERVATIONS AND NON-DESTRUCT VE MST METHODS PERFORMED BY ME ENGINEER.ME TO ACCOMNODAIE ME RIVER DEPTHS WITHIN ME WORK AREA.CONTRACTOR SHALL STABILIZE CURTAIN ENGINEER.ALL COST SHALL BE INCLUDED IN PAY ITEM 2 NAINTENPNCE OF TRAFFIC(LS). SUMMARY 4F QUANTITIES FOR EACH REPAIR LIEN SPEOFlED ON SHEET C-10]ARE ARPRO%IMAIE. AD REQUIRED TO MAINTAIN TURBIDITY CONTROLS DURING PLL CONSTRUCTION OPERATIONS. - REPAIR DETAILS PROVIDED IN THESE CONSTRUCTION DOCUMENTS REPRESENT REPAIR TYPES REQUIRED 9, FOR TEMPORARY CONSTRUCTION SIGNS LOCATED IN PAVED AREAS,ME CONTRACTOR SHALL PROMOE FOR DAMAGED ELEMENTS OBSERVED. ). FLOATING TURBIDITY BARRIERS ARE REQUIRED FOR ALL OPERATIONS WHETHER CONSTRUCTION IS TEMPORARY SIGN SUPPORT WHICH DOES NOT PENETRATE ME PAWNENT. CONDUCTED LANDSIDE OR WATERSIDE FORM BARGE. 12.UNLESS EXPRESSLY OVEN WRITTEN APPROVAL BY ME MIIAGE FOR MY DEVIATION,CONTRACTOR SHALL COMPLY CONTRACTOR TO MAINTNN A NINIMUM OF ONE SIDEWALK THROUGHOUT ME DURATION OF - COMPLY WITH ME REQUIREMENTS OF CODE OF ORDINANCES VILLAGE OF TEWESTA,FLORIDA-CODE OF B. TURBIDITY BARRIER SHALL BE INSTALLED AT EACH BRIDGE SPAN FOR ME DURATION OF ME WORK CONSTRUCTION. _ -- ORDINANCES CHAPTER 30-ENVIRONMENTAL CONTROL;NUISANCES ARTICLE X.NOISE,WITHIN ME COMPLETED AT ME SPAN AND NOTED ACCORDINGLY WHEN WORK MOVES TO ME NEXT SPAN. 11.ME CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A DETAILED MAINTENANCE OF TRAFFIC PLAN PRCIECi UNITS AND STAGING AREAS. TO ME VILLAGE AT PRE-CONSTRUCTION NEETING FOR APPROVAL DOCUMENTS AND LIMITATIONS WATER QUALITY MONITORING PLAN 12.CONTRACTOR TO PROVIDE OVERHEAD PROTECTON FOR MARINE TRAFFIC AS NEEDED. _ I].MARINE TRAFFIC-ME CONTRACTOR SHALL MANTAIN VESSEL ACCESS TO AT LEAST ONE NAVIGABLE _ 1. WATER QUALITY NONITORING WI-1-BE CONDUCTED FOR TURBIDITY DURING IN-WATER ACTVITES AT THREE SPAN MROUGHWT ME DURATION OF CONSTRUCTION. LEST STATONS:1)BACKGROUND,2)COMPLIANCE,MD])MIXING ZONES.ME BACKGROUND STATION 1. ME DRAWNGS,CALCULATIONS AND REPRODUCTIONS RELATING TO ME STRUCTURAL PART OF ME 14.CONTRACTOR SHALL COORDINATE ME USGS PUBLIC NOTICE WITH USGS PRIOR TO ME START OF SHALL BE LOCATED UPSTREAM OF ME PROJECT AREA OUTSIDE OF ME MIXING ZONE AND ANY PROJECT ARE INSTRUMENTS OF SERVICE i0 BE USED FOR MIS PROJECT ONLY. CONSTRUCTION. MRSIDITT GENERATED BY IN-WATER WORK ACTIVITY.ME COMPLIANCE STATION SHALL BE LOG1E0 2. IT IS UNDERSTOOD MAT ME ENGINEER MAKES NO WARRANTY,EIMER EXPRESSED OR IMPLIED,AS TO OUTSIDE ME MIXING ZONE MD TURBIDITY BARRIERS DOMORIFT OF ME PROJECT AND IN ME DENSEST 15.ME FOLLOWNG MINIMUM INFORMATION MUST BE SUBMITTED TO ME U.S.COAST WARD(USGS): ME FINDINGS,DESIGNS,RECOMMENDATIONS,SPECIFICATIONS,OR PROFESSIONAL ADVICE EXCEPT MAT PORTION OF ANY POTENTIAL/ASIBLE TURBIDITY PLUME.ME NIXING ZONE STATION SHALL BE LOCATED 15.1. BRIDGE NAME AND LOCATION _ THESE INSTRUMENTS OF SERVICE HAVE BEEN PREPARED IN ACCORDANCE WITH CURRENT GENERALLY INSIDE ME LIMITS OF ME MIXING ZONE AND ME TURBIDITY BARRIERS. ACCEPTED PROFESSIONAL ENGINEERING PRACTICES. 15.2. WATERWAY NAME 2. SHQUID ME COMPUARCE TURBIDITY EXCEED ME BACKGROUND TURBIDITY BY 29 OR MORE 15.]. LATIIUDE/LONCIIUDE(OR NEAREST MILE MARKER) AS-BUILT DRAWINGS NEPHLLCMETRIC TURBIDITY UNITES(NTU),WORK SHALL CEASE AND ME OWNER WI__BE NOTIFIED 15.4. OWNER/CONTACT INFORMATION IMMEDIATELY.OPERATIONS SHALL NOT RESUME UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN AND 15.5. AGENCY/COMPANY RESPONSIBLE FOR ME BRIDGE '^ 1. CONTRACTOR SHALL PREPARE AND MAINTAIN A CURRENT SET OF REDLINED AS-BUILT DRAWINGS TURBIDITY HAS RETURNED TO ACCEPTABLE LEVELS. 15.8. CONTRACTOR AND OWNER POINT OF CONTACT(NAME,EMAIL,PHONE) W SHOWING ALL REPAIRS AND IMPROVEMENTS MAT ARE NADE. 15.J. PROJECT START AND END DAM LL 2. AS-BUILT DRAWNGS SHALL SHOW COATNG LIMITS AND CORRESPONDING FINAL DRY FIM THICKNESSES. 1 TESTNG WIMIN ME LIMITS OF ME MIXING ZONE WLL BE CONDUCTED TO VERIFY COMPLIANCE WITH ME 15.8. LE WORK SCHEDULE(DAYTIME/NICHTTIME.CONTINUOUS W INTERMITTENT) r GREATER OF BACKGROUND AND STALE WATER QUALITY STANDARDS PRIOR M REMOVAL OF ME 15.9. WORK SUMMARY(I.E.REPAIR,REHAB,REPAINTING) ]. AS-BUILT DRAWNGS SHALL BE MADE AVAILABLE TO ME ENGINEER FOR RENEW UPON REQUEST AT ANY TURBIDITY BARRIERS.ONCE IN WATER WORK OPERATIONS ARE COMPLETE MD COMPLIANCE AT ME 15OJ .10.PROPOSED METHODS INCLUDING ME USE OF SCAFFOLDING,BARGES,CRANES,TEMPORARY SUPPORTS. O TIME DURING ME COURSE OF ME PROJECT. MIXING ZONE STATION IS MET,TESTING AT ME MIXING STATION MAY BE SUSPENDED. z _ C CONTRACTOR SHALL SUBMIT ME ORIGINAL AS-BUILT DRAWNGS i0 ME ENGINEER WMIN ONE WEEK15.11.LIST OF ALL POTENTIAL EFFECTS ON NARINERS: 15.11.1. VERTICAL CLEARANCE CHANGES(TEMPORARY FALSEWORK,HANGING PLATFORMS) W FRON ME DAM OF FINAL COMPLETION,AND PRIOR TO VILLAGE'S ACCEPTANCE 4F C0NTRACTOR'S FINAL 4. WATER OUAUTY TESTING SHALL OCCUR TWICE DAILY DURING IN-WATER WORK,AT LEAST FOUR HOURS 15.11.2. HORIZONTAL CLEARANCE CHANCES(BARGES,EQUIPMENT IN CHANNEL) NI Q O INVOICE. APART,AT ALL THREE STATIONS UNTIL ME MIXING ZONE STATION IS IN COMPLIANCE FOR TURBIDITY, 5. SUBMITTED AS-BUILT DRAWINGS WILL REMAIN ME PROPERTY OF ME VILLAGE. ARSENIC,COPPER,LEAD AND ZINC.SAMPLES SHALL BE COLLECTED AT TWO FEET ABOVE ME MUDUNE 15.11.3. CHANNEL RESTRICTIONS OR CLOSURES AND TWO FEET BELOW ME WATER SURFACE AT EACH STATION AND SHALL BE ANALYZED WMIN 30 15.11A. LIGHTING CHANGES(IF ANY) LL r MINUTES OF C_ECTONS.ME ANALYZED DATA SHALL BE OOCUMENIED AND REPORTED TO ME APPROPRIATE REGULATORY AGENCIES WMIN SEVEN DAYS AFTER COMPLETION OF EACH LEST. 15.12.DEDRIS RISK(SANDBUSTNG,DEMW TION) W STAGING AREAS MONITORING REPORTS SHALL BE COMPILED DAILY AND MUST CONTAIN ME FOLLOWNG INFORMATION: 15.1].PROPOSED MITIGATION/SAFETY MEASURES z o i 15.13.1. NARKING OF WORK BARGES(UGHTS,SIGNAL£PER 33 CAR PART 84/66) 4.1. PERMIT NUMBER I5.1].2. W I. ME CONTRACTOR SHALL FENCE ME STAGING AREAS 4HONN ON 5-101 AND MAINTNN STRICT ACCESS 4.2. DAMS OF SAMPLING AND ANALYSISTEMPORARY NAVIGATION LIGHTING OR SIGNALS(AS REQUIRED BY USCG) /1� -- TO ONLY STAFF OF ME CONTRACTOR MAT HAVE BEEN REPORTED AND APPROVED BY ME VILLAGE TO q.3. STATEMENT DESCRIBING METHODS USED IN COLLECTION,HANDLING,STORAGE,AND ANALYSIS OF ME 15.t].3.MARINE SAFETY BROAOGSTS i.e.VHF Canmct(AS REQUIRED BY USGS) V BE ON 91E. SAMPLES 2. ME CONTRACTOR MAY ONLY CONDUCT CONSTRUCTION ACTIVITIES NONDAY MRU FRIDAY BETWEEN ME 4.4. NAP INDICATNG SANPLE LOCATONS A COPY OF ME FINAL WORK PLAN AND DRAWNGS AS APPROVED BY USGS SHALL BE SUBMITTED TO ME HOURS OF B:OOAM AND 5:OOPM. 4.5. STATEMENT BY INDIVIDUAL RESPONSIBLE FOR ME IMPLEMENTATION OF ME SAMPLING PROGRAM VILLAGE FOR INFORMATION ONLY. /ui < o 3. ME CONTRACTOR SHALL RESTORE ALL OISTURBED AREAS WITHIN ME STAGING AREAS TO PRE-EXISTING CONCERNING ME AUTHENTICITY,PREMSION,LIMITS OF DETECTION AND ACCURACY OF DATE. tF J CONDITION AND REPLACE ALL SOD WMIN ME STAGING AREA MAT IS DAMAGED OR DISTURBED DURING 4.6. CONSTRUCTION ACTIVITIES MARINE LIFE 0 ZO w ME PROJECT. /�/ -- 5. MONITORING REPORTS SHALL ALSO INCLUDE ME FOLLOWNG INFORMATION FOR REACH SAMPLE: 1. ME CONTRACTOR SHALL TAKE CARE TO AVOIDIMPACTING SEAGRASS/OYSTER HABITAT DURING LL LL =�--tt DEMOLITION&DISPOSAL 5.1. TINE OF DAY CONSTRUCTION ACTIVITIES INCLUDING ME INSTALLATION AND REMOVAL OF ME TURBIDITY BARRIERS. m r O w 5.2. DEPTH OF WATER BODY I ALL EXISTING BRIDGE COMPONENTS ADJACENT TO REPAIR LOCATIONS,INCLUDING REINFORONC,ARE i0 5.3. OEPM OF SAMPLE BE PROTECTED DURING CONSTRUCTION.REP AR OR REPLACE TO ME SATISFACTION OF ME ENGINEER, 5.4. ANTECEDENT WEATHER CONDITIONS a LL _ ANY ELEMENTS MAT ARE TO REMAIN,WHICH ARE DAMAGED DURING CONSTRUCTION AT NO PDDITONAL 5.5. TIDAL STAGE AND DIRECTION OF FLOW ��f/�� COST TO ME VILLAGE. VJ O a O 2. PROPERLY DISPOSE OF ALL MATERIALS TO BE REMOVED. S.fi. WINO DIRECTION AND VELOCITY W U) 'wEY 3. CLEAN UP ME WORK SIZE DAILY AND MAINTAIN A SAFE,CLEAN,AND ORDERLY WORK SIZE.DO NOT 6. MONITORING REPORTS SHALL BE ELECTRONICALLY DEJWRED TO ME VILLAGE DAILY, UJ v ALLOW WASTE OR DEBRIS TO ACCUMULATE AT ME PROJECT SIZE. CALL48 HOURS W Q a CRESTORE PLL SODDED AREAS OISIURBED BY ME CONSTRUCTION TO A CONDITION EQUAL i0 OR BETTER ). IF MONITORING REVEALS WATER QUALITY LEVELS AT COMPLIANCE STATION IN EXCESS O-1 ME J M ME Ek]ST LEVELS NG. BACKCROUNO STATION LELS OR ME STATE STANDARDS. BEFORE YOU DIG AR IN-WATER WORK ACTIVITIES SHALL W CEASE IT'S THE LAWI LL cw' 5. CONTRACTOR SHALL HAVE PROPER HANDLING AND DISPOSAL OF HAZARDOUS NATERIALS MERE IMMEDIATELY AND NOT RESUME UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN AND LEST RESULTS Kn x6al's bebw. r HAVE RETURNED TO ACCEPTABLE LEVELS.ANY SUCH OCCURRENCE SHALL ALSO BE IMMEDIATELY DIAL 811 ow Call beHore you eig. mE APPLICABLE,IN ACCORDANCE WITH THESE PLAN NOTES. REPORTED IN ACCORDANCE WITH ME PERMIT CONDITIONS k REQUIREMENTS. SHEET NUMBER G-101 SPECIAL MANATEE PROTECTION CONDITIONS 9. SUSPEND DIMNG DURING: 9.1. UGHTNING OR SEVERE HEATHER I. MANATEES MAY BE PRESENT IN THE AREA.ME CONTRACTOR SHALL COMPLY WITH'USFWS: 9.2. EXCESSIVE CURRENT(>RECOMMENDED UNIT) STANDARD MANATEE CONDITIONS FOR IN-WATER WORK(2011)'. 9.]. EWIPNENi MALFUNCTION LIST OF SUBMITTALS 10.AT A MINIMUM ME DIVER PLAN SHALL ADDRESS ME FOLLOWING: y 2. ALL PERSONNEL ASSOCIATED WITH THE PROJECT SHALL BE INSTRUCTED ABOUT ME 10.1. SIZE ASSESSMENT:EVALUATE CURRENTS,TIDES,MSIBIUTT,WATER DEPTH,OBSTRUCTIONS, PRESENCE OF MANATEES AND MANATEE SPEED ZONES,AND ME NEED TO AVOID COLLISIONS AND POTENTIAL HAZARDS DEBRIS,NPRINE UM,UTILITIES), - WITH AND INJURY TO MANATEES.THE PERMITTEE SHALL ADMSE ALL CONSTRUCTION ( ) 9CNE0 AND PERSONNEL THAT THERE ARE CML AND CRIMINAL PENALTIES FOR HARMING,HARASSING,OR 10.2. HAZARD RENEW:RENEW E%POSURE 10 VESSEL TRAFFIC,CONTPMINAlEO WATER, FOR PRODUCT SANPLES AND SEALED DRAWINGS KILLING MANATEES WHICH ARE PROTECTED UNDER THE MARINE MAMMAL PROIECTIgJ ACT, UNDERWATER STRUT S,ENTRAPMENT HAZARDS. ITEM SHOP DRAWING INFORMATION THE ENDANGERED SPECIES ACT,AND ME FLORIDA MANATEE SANCTUARY ACT. 10.3. DIVE PLAN BRIEFING:INCLUDE TASKS,DEPTH,BOTTOM TIME,DECOMPRESSION DATA SHEETS ONLY NOCKUPS AND/OR ]. ALL VESSELS ASSOCIATED WITH ME CONSTRUCTION PROJECT SHALL OPERATE AT"IDLE REQUIRMMTS,EMERGENCY SGNALS,AND COMMUNICATIONS PLAN. CALCULATIONS SPEEDMO WAKE"AT ALL TIMES MILE IN ME IMMEDIATE AREA AND WHILE IN WATER WHERE 10.4. EQUIPNENT CHECK:INSPECT DIVING GEAR(HELMET,UMBILICAL,COMMUNICATIONS,BAILOUT _ ME DRAFT OF ME VESSEL PROVIDES LESS THAN A FOUR-FOOT C-EARANCE FROM ME BOTTLE,HARNESS,TOOLS). BOTTOM.ALL VESSELS WILL FOLLOW ROUTES OF DEEP WATER WHENEVER POSSIBLE. 10.5. EMERGEIJCY EQUIPMENT:VERIFY AVAILABIUTY OF FIRST AID KIT,OXYGEN KIT,BACKBOARD, WORK SEWEIJCE PLAN COMMUNICATION WITH EMS,AND RESCUE BOAT. % EN 4. SILTATION OR TURBIDITY BARRIERS SHALL BE MADE OF MATERIAL IN WHICH MANATEES STORMWATER POLLUTION IOB ESTABLISH AIR SUPPLY PRIMARY SOURCE AND BACKUP SUPPLY CANNOT BECOME ENTANGLED.SHALL BE PROPERLY SECURED,AND SHALL BE REGULARLY .. . PREVENTION PLAN X MONITORED TO AVOID MANATEE ENTANGLEMENT OR ENTRAPMENT.BARRIERS MUST NOT 10.7. AIR SUPPLY SHOULD CHECKED PER CGA GRADE E STANDARDS. - IMPEDE MANATEE MOVEMENT. 10.8. DIVER PLAN MUST INCLUDE ME CONTRACTOR DIVE PLAN DESCRIBED WITH ACTIMTIES AND MOT PLAN X SCHEDULE,EMERGENCY PROCEDURES,EQUIPMENT INSPECTION LOGS,AIR QUALITY LEST 5. ALL ON-SIZE PROJECT PERSONNEL ARE RESPONSIBLE FOR OBSERVING WATER-RELATED CERTIFICATES,AND EMERGENCY CONTACT UST WITH LOCAL EMS,COAST GUARD,PROJECT DIVER SAFETY PLAN z ACTIVTIES FOR ME PRESENCE OF MANAIEE(S).ALL IN-WATER OPERATIONS,INCLUDING OMER(ME MLLAGE CONTACT), VESSELS,MUST BE SHUTDOWN IF A NANAIEE(S)COMES WITHIN SO FEET OF ME OPERATION. BRIDGE NOTICE WITH VESSEL % ACTIVTIES WILL NOT RESUME UNTIL ME MANATEE(S)HAS MOVED BEYOND THE 50-FOOT PLACMENT PLAN RADIUS OF ME PROJECT OPERATION,OR UNTIL 30 MINUTES ELAPSES IF THE NANAIEE(S) SUBMITTALS CONCRETE REINFORCEMENT HAS NOT REAPPEARED WITHIN 50 FEET OF THE OPERATION.ANIMALS MUST NOT BE HERDED - AWAY OR HARASSED INTO LEAMNG. 1. REMEW OF SUBMITTALS IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AS CONCRETE FORMWORK X O B. ANY COLLISION WITH OR INJURY TO A MANATEE SHALL BE REPORTED IMMEDIATELY i0 THE PRESENTED BY THE CONTRACT DOCUMENTS.NO DETAILED CHECK OF QUANTITIES OR FWC HOMNE AT I-BBB-404-FWCC.COLLISION AND/OR INJURY SHOULD ALSO BE REPORTED DIMENSIONS WILL MADE.ONLY THOSE SUBMITTALS REQUIRED TO BE S1BMIilED WILL BE TO ME U.S.FISH AND WILDLIFE SERMCE IN VERO BEACH(1-561-562-3909)FOR SOUTH RENEWED.ALL OTHERS WILL BE RETURNED WITHOUT REVIEW. CONCRETE MIX DESIGN X FLORIDA. 2. ALL SUBMITTALS SHALL BE ACCOMPANIED BY A LETTER OF TRANSMITTAL.CONTRACTOR'S ^ o - SUBMITTAL NUMBER SHALL BE INDICATED ON TRANSMITTAL.DO NOT COMBINE DIFFERENT ANCHORS&FASTENERS p ]. IENPORARY SIGNS CONCERNING NARAlEES SHALL BE POSTED PRIOR TO AND DURING ALL SUBMITTALS ON ME SAME TRANSMITTAL.SUBMIT SHOP DRAWINGS IN A TIMELY MANNER, _ IN-WATER PROJECT ACTIVTIES.ALL SONS ARE TO BE REMOVED BY THE PERMITTEE UPON (MECHANICAL AND CHEMICAL) % % COMPIETION OF ME PROJECT.AWARENESS SIGNS THAT HAVE BEEN APPROVED FOR THIS USE CONSISTENT WITH THE ABOVE,AND PRIOR TO FABRICATION,INSTALLATIgJ OR COMNENCQUENT _ BY THE RORIDA FISH AND WLDLFE CONSERVATION COMMISSON CAN BE MEWED AT OF THE WORK. - MYFVIC.COM/LCENSNG/WILOUM HOW-DO-I/OBTAIN-A-PMMIT.ONE SIGN MEASURING AT 3. ALL SUBMITTALS MUST BEAR EMOENCE OF CONTRACTOR'S RENEW(INCLUDING COMPANY MECHANICAL COUPLERS o LEAST]FT.By 4Fi WIHICH READS"CAUTION:MANATEE AREA'SHALL BE POS1E0. STANP AND DATED SIGNATURE OF REMEWER)AND MUST BE APPROVED OR APPROVED AS % % a B. ALL SIGNS INSTALLED BY ME CONTRACTOR ARE TO BE REMOVED UPON ME COMPLETION OF NOTED BY HIN PRIOR TO SUBNITTINC i0 ME ENGINEER. THE PROJECT. 4. ALL CHANGES AND ADDITIONS MADE ON RESUBMITTALS MUST BE CLEARLY FLAGGED AND REPAIR MORTARS AND MOM.THE PURPOSE OF ME RESUBMITTALS MUST BE CLEARLY NOTED ON ME LETTER OF EPDXIES x x - TRANSMITTAL.REVIEW WILL BE UNITED TO THOSE ITENS CAUSNG ME RESUBMITTAL. - - - 5. SUBMITTALS NOT MEETING THE ABOVE CRITERIA OR SUBMITTED AFTER FABRICATION WILL NOT �ORANGE BORDER BE REMEN£0. STRUCTURAL STEEL % fi. AT A MINIMUM,THE ITEMS IDENTIFIED IN THE FOLLOWING"UST OF SUBMITTALS"TABLE SHALL BE SUBMITTED,AS APPLICABLE,TO THE MLLACE FOR REVIEW AND COMPLIANCE WITH THE _ - INTENT OF ME CONTRACT DOCUMENTS PRIOR TO FABRICATION,INSTALLATION,OR SPANDREL PANEL ROCK MANATEE HABITAT COMMENCENENT OF THE WORK. VENEER PRODUCT % X ]. REQUESTS FOR SUBSMUTIONS SHALL BE SUBMITTED IN WRITING TO THE VILLAGE FOR REMEW.SUBMIT 2 COPIES OF ALL PRODUCT DATA AND CUT SHEETS AS NECESSARY TO COATING CONTAINMENT PLAN X - SHOW COMPLIANCE WITH THE PROJECT REOUIRMENTS.CONTRACTOR SHALL BEAR THE _ IDLE SPEED BURDEN OF OBTAINING AUTHORIZATION FOR USE OF ITEMS TO BE SUBSTITUTED.ME Try VILLAGES DECISION REGARDING SUBSMUTION SHALL BE FINAL. COATING PAINT PRODUCTS X % X SALT LEST REPORTS X CONSTRUCTION AREA OFT TESTING REPORTS x NTU TESTING REPORTS X TURBIDITY BARRIER PLAN VJ 9. A SECOND SIGN NEASURING AT LEAST 8'%"z 11"EXPLAINING THE REOUIRMMTS FOR"I DIE AND NVU TESTING LOCATIONS X w AN SPEEDMO WAKE"AND THE SHUT DOWN OF IN-WATER OPERATIONS MUST BE POSTED IN A 0 FREQUENCY r LOCATION PROMINENTLY MISSILE TO ALL PERSONNEL ENGAGED IN WATER-RELATED ACTIVITIES. O AS-BUILT DRAWINGS % SPECIAL MANATEE HABITAT z IDLE Ics WAKE MOEO-DOCUNENL SPEED/NO T ATION X O Wren a natee is within 50/eet of xork LL N all in moat W - SHUT DOWN s o z Rspart any cmlizmn injury Ia w 1-886-404-FWCC(1-880-404-3922) FIarldn Fish and Wildlife Cansenatian Cammiaai- Lu ♦♦F�� Q DIVER SAFETY PLAN: V Z o 1. CONTRACTOR SHALL SUBMIT A DIVER SAFETY PLAN WHICH ESTABLISHES SAFE WORK O w PRACTICES FOR ALL DIMNG OPERATIONS ASSOCIATED WITH MIS PROJECT.ME PLAN SHOULD PROVIDE MEASURES TO PREVENT ACCIDENTS,INJURIES,AND PROPERTY DAMAGE MILE LML LL �ryy COMPLYING WITH OSHA COMMERCIAL DIMNG REGULATIONS,AND USCG REQUIREMENTS. W r O w - 2. A DIVER LOCKOUT/TAGOUT SAFETY PROCEDURE SHALL BE ESTARUSHED AND USED ON SIZE Q DURING DIMNG ACTIVTIES. LNL Of LL 3. MINIMUM PERSONNEL THAT SHALL BE ON STE DURING DMNG OPERATIONS INCLUDES:I DIVER SUPERMSOR,I WORKING DIVER,I STANDBY DIVER FULLY DRESSED,READY FOR IMMEDIATE 'f� DEPLOYMENT),AND 1 SURFACE SUPPORT PERSONNEL. ui V, �O�//�� a O C MAINTAIN CONSTANT TWO-WAY COMMUNICATION WITH DIVER. VJ 5. USE DIVER'S UMBILICAL WITH STRENGTH MEMBER AND LIFDJNE. CALL48 HOURS uj J Q a B. FOLLOW NO-DECOMPRESSION UNITS UNLESS USING APPROVED DECOMPRESSION CHAMBER. BEFORE YOU DIG Z. ESTABLSH EXCLUSION ZONE AROUND DIMNG OPERATICNS(COORDINATE WM VESSEL TRAFFIC W J IT THE LAwI. ..xar.below.cpCONTROL). DIAL 811 ow Call beHore you di"v B. MAINTAIN DIVER LOGS WITH DEPTH,TIME,BOTTOM TIME,AND TASKS PERFORMED SHEET NUMBER G-102 CONCRETE J. STAINLESS STEEL ANCHOR RODS SHALL BE IN ACCORDANCE WITH AIN F593 TYPE 316 IN ME 3.5. PILE CAP C-CHANNEL-ME FOLLOWING COATINGS SHALL BE APPLIED IN ME SHOP AND ANY COLD WORKED(CW)CONDITION WITH AIM F594 NUTS AND F593 WASHERS. AREAS DAMAGED BY INSTALLATION SHALL TOUCHED UP IN ME FIELD FOLLOWING INSTALLATION. I. ALL CONCRETE MATERIALS,PLACING AND HANDLING SHALL BE IN ACCORDANCE WITH PMERICAN 3.5.1. PRIMER:SHERWN WILLIAMS COROMANE I MCU COAL TAR,865BII APPLIED AT 5.0 TO 7.0 CONCRETE INSTITUTE PUBLICATIONS Ad 301 AND Ad 318. COATINGS Mas DFr, 2. CONCRETE REPAIRS SHALL BE IN ACCORDANCE WITH ICRI TECHNICAL GUIDELINE 310.R-2008 I. CLEAN AND COAT COMPONENTS NOTED WITHIN THESE DRAWINGS IN ACCORDANCE WM ME 3.5.1. INERMEDIATE COAT:SHERWIN WILLIAMS WROMANE I MCU COAL TAR.865811 APPLIED AT 3. CURING OF CONCRETE SHALL BE IN STRICT ACCORDANCE WITH Ad 301 PROVISIONS. SPECIFICATIONS LISTED BELOW. 5.0 TO 7.0 NILS DFT. 1.1. COMPONENTS TO BE COATED,MICH ARE IDENTIFIED ON ME DRAWINGS HEREIN,INCLUDE BUT 4 ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM-DAY COMPRESSIVE STRENGTH OF 5500 ARE NOT LIMITED i0 RETAINING WALLS,WINCWALL SHEET PANELS,WINGWALL PILES,RAILING 3.5.2. TOPCOAT:SHERWN WILLIAMS COROMANE I MCU COAL TAR,865BII APPLIED AT 5.0 TO P51. 7.0 MILS DFT. CURBS.VEHICULAR BARRIER WALLS.BRIDGE SPANDREL PANELS,CONCRETE SLOPE PROTECTION, 5. USE NORMAL WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS.DO NOT USE CALCIUM CHLORIDE ].5.]. FINAL COAT COLOR SHALL BE BUCK. IN ANY CONCRETE.ALL STRUCTURAL CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO AND STEEL SHEET PILE WALLS. OF 040 2. SURFACE PREPARATION PROCEDURES SHALL CONFORM WITH ME NACE/SSPC JOINT SURFACE 8. PROVIDE A 41NCH SLUMP WITH A TOLERANCE OF+/-I INCH.FOR WALLS 81NCHES OR LESS IN PREPARATION STANDARDS. STEEL COATING QUALITY ASSURANCE AND QUALITY CONTROL THICKNESS,PROVIDE 5 INCH SLUMP WITH A TOLERANCE OF+1/2 INCH AND-1 INCH. 3. EXISTING STEEL-CLEAN AND COAT CORRODED STEEL IDENTIFIED IN THIS SET OF PLANS 1. VIDEODOCUMENTATION PRIOR TO COATING SIP WALL COATING ACTIVITIES AND POST CONSTRUCTION ACCORDING TO ME FOLLOWING NOTES AND IN ACCORDANCE WM SSPC STANDARDS. SHALL BE RECORDED OF ME ENTIRE EXPOSED WALL HEIGHT INCLUDING ME BELOW WATER J. IF CONCRETE IS PUMPED,SLUMP MAY BE INCREASED TO 6 INCHES AT ME TRUCK,PROVIDED ME C ENSURE ALL SURFACES TO BE COATED ARE CLEAN,DRY,AND FREE FROM OIL,CREASE,DIRT, PORTIONS.ME VIDEO SHALL BE SUBMITTED i0 ME VILLAGE FOR RECORDS. SLUMP SPECAEO ABOVE IS MANTAINED AT ME DISCHARGE END.USE A MINIMUM 4 INCH PUMP. OUST,SOLUBLE SALTS,CORROSION,PEELING COATING,CAULNINC.WELD SPATTER.MILL SCALE AND FOR PUMPED CONCRETE,iPNE CONCRETE SAMPLES FOR SLUMP MST AT END OF MUCK CHUTE 2. SALT LEST SHALL BE PERFORMED IN ACCORDANCE W M SSPC GUIDE 15 METHODS PRIOR TO AND AT DISCHARGE END OF HOSE,AND TAKE SAAIPIES FOR CYLINDER TESTING AT DISCHARGE END ANY OTHER SURFACE CONTAMINANTS. COATING APPLICATION. OF HOSE. 5. SEQUENCE ME SURFACE PREPARATIONS AND COATING OPERATIONS SO MAT FRESHLY APPLIED 2.1. PRIOR TO APPLICATION OF COATING MATERIALS,ALL PREPARED STEEL SURFACES SHALL BE 8. WATER SHALL NOT BE ADDED TO CONCRETE AT ME JOBSITE UNLESS SPECIFIC AUTHORIZATION IS COATINGS WILL NOT BE CONTAMINATED BY OUST OR FOREIGN NATTER. TESTED FOR SOLUBLE SALT CONTAMINATION. INDICATED ON ME DEUVERT TICKET.NOTIFY ENGINEER OF TOTAL QUANTITY OF WATER ADDED TO 6. PROTECT ALL EQUIPMENT AND ADJACENT SURFACES MAT WILL NOT TO BE COATED FROM 2.2. TESTING SHALL BE PERFORMED IN ACCORDANCE WM:ISO 8502-6(EXTRACTION OF SOLUBLE MY TRUCK.REPEAT NECESSARY TESTING IF WATER IS ADDED AFTER INITIAL SAMPLING. SURFACE PREPARATION OPERATIONS AND PANT OVERSPRAY. SALTS BY ME BRESLE NEMOD),AND ISO 8502-9(CONDUCTIVITY MEASUREMENT AND 9. COARSE AGGREGATE SHALL CONFIRM i0 AIN C33.PEAROCK AGGREGATE SHALL NOT BE USED. J. IN ME EV04T MAT ANY RUSTING OR CONTAMINATION OCCURS AFTER ME COMPLETION OF ME CALCUUTON OF CHLORIDE CONCENTRATION). SURFACE PREPARATION,PREPARE ME SURFACES AGAIN TO ME INITIAL REOIRWENTS. 10.ALL CONCRETE SHALL BE PLACED IN ME DRY.ALL FORMS SHALL BE FREE OF STANDING WATER. 2.3. CONDUCTIVITY METERS AND LEST KITS SHALL BE CABRRATED AND TRACEABLE TO RECOGNIZED It.ALL CONCRETE SHALL BE VIBRAlEO IN PLACE IN ACCORDANCE WITH Ad RECOMMEINDEO PRACTICES. 8. PERFORM SURFACE PREPARATION WORK ONLY MEN ME TEMPERATURE OF THE STEEL SURFACE IS STANDARDS. O - -= NO PLACING OF CONCRETE WILL BE COMMENCED UNLESS MERE ARE TWO OPERABLE CONCRETE i LEAST 5"F PHOV£ME DEW POINT TEMPERATURE. 2.4. TEST SHALL BE CONDUCTED AT LEAST ONE(1)TEST PER 100 FP OF PREPARED SURFACE VIBRATORS ON ME JOB SM. 9. CONTRACTOR TO CONDUCT ALL CLEANING AND COATING OPERATIONS IN COMPUANCE WITH ALL AREA 12.CONCRETE COVER OVER REINFORCING STEEL SHALL BE AS FOLLOWS,U.O.N: EPA,OSHA,AND OMER FEDERAL,STATE,OR LOCAL REGULATION£ a'"H 10 2.5. ME MAXIMUM ALLOWABLE LEVEL OF SOLUBLE SALTS(EXPRESSED AS SODIUM CHLORIDE .APPLICATORS POSSESS CURRENT SSPC-QP CERTIFICATIONS WHICH SHALL BE PROVIDED TO ME ^ 12.1. CONCRETE CASs AGAINST EARTH OR EXPOSED TO WATER:]IN. VILLAGE WITH ME COATING PLAN SUBMITTAL. EQUIVALENT)ON ME STEEL SURFACE SHALL NOT EXCEED:30 mg/EDP(NaCI EOUIVALEINi). 12.2. ALL OMER CONCRETE:2 IN. 2.6. SURFACES EXCEEDING ME ALLOWABLE LIMITS SHALL BE RE-CLEANED BY HIGH-PRESSURE 1 \ p 1.CONTANMENT TO BE IMPLEMENTED DURING CLEAN @ COAT ACTIVITIES SHALL BE IN ACCORDANCE -_ 13.PROVIDE 3/4 INCH CHAMFERS ON ALL EXPOSED EDGES,EXCEPT AS OTHERWISE NOTED. WITH ME FOLLOWING: FRESH WATER WASH OR OMER APPROVED METHODS,DRIED,AND RETESTED UNTIL ACCEPTABLE RESULTS ARE OBTAINED. cu - 14.FORM TIES AND REINFORCING BAR SUPPORTS SHALL BE OF NON-CORROSIVE MATERIAL INCLUDING, II.I. CONDUCT ALL COATING APPLICATION AND REMOVAL OPERATIONS IN COMPLIANCE WM EPA, 2.J. ME LTSCON ARE OBTAINED. SHALL RECORD AND SUBMIT LEST RESULTS INCLUDING:DALE,TIME, BUT NOT LIMITED TO,FIBERGLASS,PLASTIC,AND CONCRETE BLACK.BAR SUPPORTS PLACED ATOP OSHA,AND OMER APPUCABLE FEDERAL,STATE,AND LOCAL REGULATIONS. - VAPOR BARRIERS SHALL BE CONCRETE BLOCK. LOCATION,SURFACE ID,AMBIENT CONDITIONS(TEMPERATURE,RH,DEW POINT),LEST METHOD, 11.2. ANY BLAST WORK SHALL COMPLY WITH ME REQUIREMENTS OF MOUESTA,FLORIDA-CODE OF PATCH AREA,MST WATER VOLUME,METER ID,BLANK READINGS,MEASURED CONDUCTIVITY, ' 15.MY TIES,STRAPS OR OMER METAWC FORMI ITEMS SHALL BE REMOVED TO A DEPTH OF ORDINANCES CHAPTER 14-BUILDINGS AND BUILDING REGULATIONS ARTICIE I.-IN GENERAL - 1-1/2 INCHES MINIMUM BELOW FINISHED CONCRETE SURFACE.CONCRETE SHALL BE REPAIRED IN SEC.14-3.-CONTROL OF DUST AND BLAWINC. AND CALCULATED mg/EDP NaCI EQUIVALENT. ACCORDANCE WITH Ad 301. 2.8. ALL SALT LEST READINGS k RECORDINGS SHALL BE PROVIDED M ME VILLAGE FOR REVIEW. i 11.3. FOR ALL CONCRETE COATING APPLCATIMS INVOLVING PRESSUREIZED WATER WASHING 16.CONCRETE FINISHES: OPERATIONS,ME CONTRACTOR SHALL ERECT AND MAINTAIN A CLASS 4W CONTANMENT 3, PROVIDE LEST REPORTS CONFIRMING COATING HAS BEEN PERFORMED IN ACCORDANCE WIT 16.1. FORMED SURFACES SHALL RECEIVE A SMOOM-FORM FINISH IN ACCORDANCE WM Ad SYSTEM ABOVE ME WATER MAT MEETS ME LISTED REQUIREMENTS OF SSPC GUIDE 8. SSPC-PA 2-PROCEDURE FOR OEIERNINING CONFORMANCE i0 DRY COATING THICKNESS SET BETWEEN ADJACENT PIECES OF FORMWORK FACING MATERIAL SHALL NOT EXCEED 11.4. FOR ALL STEEL COATING APPLICATIONS,STEEL PREPARATION ME CONTRACTOR SHALL ERECT REQUIREMENTS. OFFSET 4. SURFACES SHALL BE PREPARED IN ACCORDANCE WITH THE SPECIFICATIONS AND PROJECT SPECIFIC "CLASS A"TOLERANCE REQUIREMENTS OF Ad1IJ(I.E.1/8 INCH MAX.OFFSET). AND MAINTAN A CONTAINMENT SYSMM MAT MEETS ME USTEO REQUIREMENTS OF SSPC - 16.2. SLAB SURFACES SHALL RECEVE A TROWELED FINISH IN ACCORDANCE WITH Ad 301.FINISH GUIDE 6. ANUFACTURER RECOMMENDARONS. - TOLERANCES SHALL BE IN ACCORDANCE WITH VDRY FLAT"CLASSIFICATION REQUIREMENTS OF 11.4.1. ABRASIVE BLAST CLEANING-CLASS 2A 5. ALL RECORDED CONDITIONS SHALL BE AVAILABLE TO ME VILLAGE AT ALL TIMES AND SHALL BE Ad IIJ(I.E.1/8 INCH MAX.IN 10 FEET). 11A.2. WATER BLASTING CLEANING-CLASS 2W EFCMONICALLY PROVIDED TO ME VILLAGE AT ME COMPIETION OF ME PROTECT. - 16.3. WHERE A NONSJP FINISH IS REQUIRED,GIVE ME SURFACE A BROOM FINISH OR DRY-SHAKE 11.4.3. POWER TOOL O.EANING-CLASS 2P,81 5.1. ENVIRONMENTAL CONDITIONS SHALL BE RECORDED PRIOR i0 PAINT APPLICATION. APPLICATION OF FINELY CRUSHED ABRASIVE PARTICLES. 5.1.1. AMBIENT TEMPERATURE _ ` IJ.CONCRETE WORK SHALL COMPLY WITH ME REQUIREMENTS OF MWESTA,FLORIDA-CODE OF 3. COATING SPECIFICATIONS: 5.1.2. SURFACE TO BE COATED TEMPERATURE ORDINANCES CHAPTER 14-BUILDINGS AND BUILDING REGULATIONS ARTICLE I.-IN GENERAL 5.1.]. RELATIVE HUMIDITY A DEW POINT SEC.14-3.-CONTROL OF DUST AND BLOWNG, 3.1. CONCRETE(WITH EXISTING CLASS 5 COATING)-WHERE MERE IS AN EXISTING CLASS 5 COATING,ME CONCRETE SHALL BE PREPARED AND M-COATED WITH CLASS 5 IN 5.1.4. WEATHER AND ANY CHANGES TO PRECIPITATION DURING OR FOR FOLLOWNG COATING ACCORDANCE WITH FOOT SPECIFICATION 400.ME CLASS 5 SYSMM SHALL BE SELECTED FROM APPLICATION WITHIN ME DRYING WINDOW. REINFORCING STEEL ME FOOT APPROVED PRODUCTS LIST AND SHALL BE SUBMITTED FOR APPROVAL BY ME 5.2. ME FOLLOWING OUAUTT ASSURANCE/QUAUTY CONTROL(QA/OC)PROCEDURES SHALL BE I. REINFORCING STEEL SHALL BE IN ACCORDANCE WIM AIN A615 WITH SUPPLEMENT,GRADE.0. VILLAGE. PERFORMED AND RECORDED DURING COATING ACTIVITIES 2. TOLERANCES FOR REINFORCING BAR FABRICATION SHALL CONFORM i0 ME CURRENT CRSI MANUAL 3.2. CONCRETE(WITH EXISTING PAINT COATING MAT IS NOT CLASS 5)-MERE CONCRETE IS 5.2.1. FOLOWNG ME APPLCATION OF ME PRIME COAT: - OF STANDARD PRACTICE. COATED WM PAINT MAT IS NOT CLASS 5,ME CONTRACTOR SHALL CLEAN AND PREPARE 5.2.1.1. USE TYPE I(MAGNETIC PULL-OFF)OR TYPE 2(ELECTRONIC)GACE PER SSPC-PA 2. _- ME SURFACE IN ACCORDANCE W TH FDOT SPECIFICATION 400 AND PROVIDE ME FOLLOWING 5.2.1.2. RECORD READINGS IN ACCORDANCE WITH IMBUING PLAN SPOT AND AREA 3. DEFORMED BARS SHALL 8E FREE FROM LOOSE RUST,SCALE OR OTHER COATINGS. COATING SYSTEM: 4. ALL REINFORCING STEEL SHALL BE ACCURATELY PLACED,RIGIDLY SUPPORTED AND FIRMLY TIED IN 3.2.1. PRIMER:SHERWIN WILLIAMS LX03W I 0-L%N CONDITION WIT OR APPROVED EQUAL MEASUREMENT FREOUENCY). PLACE WITH BAR SUPPORTS AND SPACERS.VERIFY MAT PLACEMENT OF REINFORCING STEEL WILL }.2.2. TOPCOAT:SHERWIN WILLIPMS A80Wtl3I51-SPR E%i FL EXTRA OR APPROVED EQUAL 5.2.1.3. ENSURE NO HOLIDAYS.PINHOLES,RUNS.OR SACS AND VIDEO DOCUNENi PRIOR i0 L NOT CONVICT WITH SUBSEQUENT INSTALUTON OF ANCHOR BOLTS.FASTENERS OR AID -DRILLED NEXT COATING, r COMPONENTS. 3.3. CONCRETE COATING QUALITY ASSURANCE AND QUALITY CONTROL SHALL BE PERFORMED IN 5.2.2. FOIOWINC APPLICATION OF INTERMEDIATE COAT: 5. ALL LAP LENGTHS SHALL BE IN ACCORDANCE WM Ad 318.Ad530 AND MIS STANDARD ACCORDANCE WITH FOOT SPECIFICATION 400. O �\ PRACTICES,U.O.N. 3.4. STEEL SHEET MILE WALL- 5.2.1.1. REPEAT OFi MEASUREMENT RECORDING ON CURED PRIMER+INIERMEDIAIE. Z 3.4.1. ALL INDIVIDUAL PRODUCT DATA SHEETS SHOULD BE STRICTLY FOLLOWED TO ENSURE 5.2.1.2. CONFIRM CUMULATIVE DFT IS WITHIN SPECIFICATION. 6. Ad STANDARD HOOKS SHALL BE USED AS A MINIMUM,UA.N' S.2.1.3. VISUALLY CONFIRM AND VIDEO DOCUMENT MAT MERE PRE NO DEFECTS SUCH AS: J LL J. ALL DIMENSIONS PERTANING TO LOCATION OF REINFORCING BARS PRE TO CENTERLINE OF BARS APPROPRIATE PRODUCT THICKNESS,APPLICATION CONDITIONS,AND RECOAT WINDOWS. OVERSPRAY,IMPROPER OVERLAP,CONTAMINATION. Q EXCEPT WHERE ME CLEAR DIMENSION IS SHOWN TO FACE OF CONCRETE. 3.4.2. COMPLY WITH ME GUIDELINES PROVIDED BY SSPC PA-1(SHOP,AID-D.AND MAINTENANCE O B. SUBMIT SHOP DRAWINGS TO ENGINEER FOR RENEW PRIOR TO FABRICATING REINFORCING STEEL.DO PAINTING OF STEEL)AND SSPC TECHNOLOGY UPDATE N0.](OVERCOATNG EXISTING LL (Y) NOT REPRODUCE ME STRUCTURAL DRAWINGS FOR USE AS PLACING DRAWINGS OR SHOP COATING SYSTEMS APPLIED TO STEEL SUBSTRATES). 5.2.3. FOLOWNG TOP COAT APPLICATION: W D' DRAWINGS. 3.4.3. SURFACE PREPARATION:SSPC LPWC AT NO LESS MAN 3.000 PSI.FOLLOWED BY SSPC 5.2.1.1. RECORD ALL ENVIRONMENTAL READINGS. 0 9. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH Ad 318 AND SUBMIT DRAWINGS SHOWNG SP-2 OR 3 TO REMOVE ALL LOOSE,PEELING,POORLY ADHERED PANT AND FOREIGN 5.2.1.2. PERFORM DFT READINGS AND RECORD(SPOT,AREA,AND AVERAGES PER SSPC-PA 2). W LOCATIONS AND DIRECTION OF POUR FOR OWNER'S REPRESENTATIVE'S REVIEW.PROVIDE KEYWAYS MATERIAL_ 5.2.1.2.1. INSPECTION OF DRY A-THICKNESS OF COATINGS SHALL BE CHECKED WITH A /� AND ADEQUATE DOWELS AT ALL CONSTRUCTION JOINTS. 3.4.4. WASH WITH A COMMERCIALLY AVAILABLE SALT REMOVER,SUCH AS CHLO6 D D AND/OR HOLD NONDESTRUCTIVE,MAGNETIC-TYPE THICKNESS GAUGE. V 10,PROVIDE RENFORONG STEEL ERECTOR W HEL M A SET OF STRUCTURAL DRAWINGS FOR FIELD USE. TIGHT 102 OR APPROVED EQUAL 5.2.1.2.2. LEST AND RECORD COATING INTEGRITY OF PLL SURFACES WITH AN APPROVED INSPECT REINFORCING E PLACEMENT FROM SHOP DRAWINGS. ].4.4.1. PERFORM SALT IESi PRIOR TO COATING APPLICATION. INSPECTION DEVICE. 5.2.1.2.3. HOLDAY DETECTION TESTING:SHALL BE ACCOMPLISHED OVER 100 PERCENT OF W Q o METALS 3.4.5. UGHTUY SANG ME SURFACE TO BE COATED. COALED SURFACES,AND IN STRICT ACCORDANCE WITH MACE SP0188. I. FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH 201J"SPECIFICATION FOR ME 3.4.6. CLEAN ME REPAIR AREA USING DENATURED ALCOHOL OR ACETONE 5.2.1.2.3.1. FOR"HIGH VOLTAGE"HOLIDAY INSPECTION EQUIPMENT USED TO INSPECT FILM 0 ZZ w THICKNESS BETWEEN 20-50 NILS ADJUSTED VOLTAGE SHALL NOT EXCEED DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS",WITH COMMENTARY, 3.4.7. CONTRACTOR SHALL CONSULT COATING MANUFACTURER TO INCLUDE APPROPRIATE RATES VOLTAGE RECOMMENDED BY MANUFACTURER OF COATING SYSTEM. N _ AND ALL OSHA REQUIREMENTS. OF COROMANE I KA ACCELERATOR OR APPROVED EOUAL. LL O 5.2.1.2.3.2. FOR"WET SPONGE"HOLIDAY INSPECTION EQUIPMENT USED TO INSPECT FILM 2. STRUCTURAL STEEL SHAPES SHALL BE FABRICATED FRON ME FOLLOWING MATERIALS: 3.4.6. APPLY ME COATING SYSTEM BELOW OR AN APPROVED EQUAL m r O v 3.4.9. PRIMER:PRIME WM SHERWIN WILLIAMS COROMANE I MCU COAL TAR,B65811 APPLIED AT THICKNESS BETNEEIN 8 AND 10 MILS,ADO ANON-SUDSINC TYPE WETTING LLI - b. HOT ROLLED C SHAPES AND ANGLES(SSP NEW CAP):AIN A.16,FY-36 KS MIN. AGENT TO WATER PRIOR TO WETTING DETECTOR SPONGE. 5.0 TO J.0 MILS OFT. 5.2.1.3. NO PINHOLES OR OMER IRREGULARITIES WILL BE PERMITTED IN FINAL COATING. LL c. HOT ROLLED M.S.C AND MC SHAPES AND ANGLES(SPANDREL REPAIR):SS316/316L L O a LL r N 3.4,10. INTERMEDIATE COAT:COROMANE I MCU COAL TAR,B65BII APPLIED AT 5.0 TO 7.0 NILS NOTE DETECTION OF ANY DEFECTS O v" ASTM A276,FY-30 KS MIN. 5.2.1.4. Lr W v B M. PLATES AND BARS:i318/316L;AIN A278,A479,A560;ANS 5648/5853;OQS-JB], 5L READINGS AND RECORDINGS TOME VILLAGE FOR W U) d w 3.4.11. TOPCOAT: COROMANE .2.4 SUBMIT QA/OC REPORT WM AL MCU COAL TAR,885811 APPLIED AT 5.0 i0 J.0 NILS DFT. V FY=30 KSI. 3.4.12. TOP COAT COLOR SHALL BE BLACK. }, ALL SHOP AND FIELD WELDING SHALL CONFORM TO ME AWS 31.1(FOR CARBON STEEL)AND AWS APPROVAL. /�ww DI.B(FOR STAINLESS STEEL)STRUCTURAL WELDING CODES BY ME AMERICAN WELDING SOCIETY. 3.4.13. QUALITY ASSURANCE/QUALITY CONTROL OF COATING APPLICATIONS SHALL BE PERFORMED CALL HOURS W Q - USE E70 SERIES WELDING ELECTRODES,U.O.N.MERE NECESSARY,REMOVE GA WELDABLE LVANI➢NG OR IN ACCORDANCE WITH SSPC-SP-2. BEFOREE YOU DIG � PRIMER PRIOR TO WELDING.USE EBO SERIES FOR DABLE REPAR. L�L J 4. ALL STAINLESS STEEL BOLTS,MREAOED RODS.NUTS AND WASHERS SHALL COMPLY WITH AINIT'S THE LAWI a1'a below. r F593. DIAL 811 ow Call beHore you eig. SHEET NUMBER m 5. AIN F593 BOLTS SHALL BE A GROUP 2 TYPE 316 ALLOT IN ME COD WORKED(CW)CONDITION. G-.I I OJ 6. NUTS FOR BOLTS NOT DESIGNATED STAINLESS STEEL SHALL CONFORM TO AIN A563,GRADE C BIO IlF QUANTITIES I, ME ITEMS AND QUANTITIES IN'TABLE I:SJMMARY OF OUANIITES'REPRESENT ME SCOPE OF NEu rvo I NEAR rvo I WORK TO BE COMPLETED. MIS PAY TO INCLUDES ALL COSTS FOR ME LABOR,EQUIPMENT,AND MATERIALS MMISEANS O ITEM INCLUDES ALL COSTS ASSOCIATED WM PAYMENT ST M REPAIR BY REQUIRED TO MOBILIZE AND DEMOBILIZE AS WELL AS COST TO INSTALL TEMPORARY YEARS OF EPDXY INJECTION AS DETAILED ON 5-30E SURER IN REQUEST MAY BE 2. CONTRACTOR TO FLEW VERIFY ME QQANTITIES PRIOR TO COMMENCEMENT OF THE WORK. CONSTRUCTION FENCING,BARRICADES,AND THEE PROTECTION DEVICES WITHIN THE SUBMITTED IN PROPORTION OF REPAIRS MADE AS MEASURED IN UNITS BY WHICH MIS 3. QUANTITIES IN ME TABLE WERE BASED ON SIZE VISITS PERFORMED BY KIMLEY-HORN ON STAGING AREA. PAY LIEN IS MEASURED IN TABLE 1 AND UPONFINAL COMPLETION AND ACCEPTANCE OF (' FEBRUARY IIM,2025. ME WORK AND INCIDENTAL COSTS SPECIFIED HEREIN SHALL BE PAID AT ME CONTRACT ME CORRESPONDING WORK. - LUMP SUM PRICE FOR ME ITEM OF NOBIOZATION.MOBILIZATION SHALL BE PAID 50% _ UPON COMMENCEMENT OF WORK AND 502 UPON FlNAL COMPLETION AND ACCEPTANCE OF BID ITEMS WORK. M NMISSPAY ITEM INCLUDES ALL COSTS ASSOCIATED WM CONTINGENCY CRACK REPAIR BY _ I. PAYMENT FOR ALL INCIDENTALS IS TO BE INCLUDED IN ME BID PRICE FOR CONTRACT(TENS. MEANS OF CRACK ROUTING AND SEALING AS DETAILED ON 5-301.PAYMENT REQUEST _ 2. COST OF REMOVAL AND DISPOSAL OF VARIOUS MATERIALS,W1ERE REQUIRED SHALL BE IN(iU0E0 NEVI rvo_2 MAY BE SUBMITTED IN PROPORTION OF REP N RS MADE AS MEASURED IN UNITS BY MICH IN THE BID PRICE FOR CONTRACT LIENS. MIS PAY ITEM INCLUDES ALL COSTS FOR ME LABOR,EQUIPMENT,AND MATERIALS MIS PAY ITEM IS MEASURED IN TABLE D UPON ANAL COMPLETION AND ACCEPTANCE - REQUIRED TO EXECUTE ME NOT REQUIREMENTS AS STATED ON ME GENERAL NOTES. OF ME CORRESPONDING WORK. 3. CONTRACTOR RESPONSIBLE FOR OBTANING ALL REQUIRED PERMITS AND INSPECT—FOR ME ME WORK AND INCIDENTAL COSTS SPECIFIED HEREIN SHALL BE PAID AT ME CONTRACT WORK DESCRIBED HEREIN. DUMP SUM PRICE FOR ME ITEM OF NOT.MOT SHALL BE PAD ON ME FOODWNG _ SCHEDULE: M NMISBPAY ITEM INCLUDES ALL COSTS ASSOCIATED WM CONTINGENCY STEEL SHEET PILE _ 25%UPON COMMENCEMENT OF WORK; PERFORATION REPAIR AS DETAILED ON ME 5-306;INCLUDING,STABIDZATON OF 25%AT 50%PROJECT COMPLETION;AND, RETANEO SOIL AT PERFORATION,ANY CLEANING,DRYING.COATING EFFORT INVOLVED WITH ABBREVIATIONS 50%UPON ANAL COMPLLTION AND ACCEPTANCE OF WORK. INSTALLATION OF REPAIR MATERIAL MAT IS IN ADDITION TO OVERALL WALL COATING B.O. BOTTOM OF WORK;MATERIALS,INSTALLAn ,AND EFFORT REQUIRED TO INSTALL REPAIR EPDXY,ARP C.J. CONSTRUCTION JOINT PLATE AND FASTENERS.PAYMENT REQUEST MAY BE SUBMITTEO IN PROPORTION OF C.L. CENTER ONE M NMIS PAY ITEM INCLUDES ALL COSTS FOR ME LABOR,EQUIPMENT,AND MATERIALS REPAIRS MADE AS MEASURED IN UNITS BY WHICH MIS PAY ITEM IS MEASURED IN TABLE CLR. CLEAR REQUIRED TO PROVIDE EROSION AND WATER PCLLUTgJ CONTROL MEASURES IN 1 AND UPON FINAL COMPLETION AND ACCEPTANCE OF ME CORRESPONDING WORK. CgJi. CONTINUOUS ACCORDANCE WM FDOT STANDARD SPECIFICATION SECTION 104.MIS PAY ITEM SHALL - DIAC. DIAGONAL ALSO INCLUDE ME COST ASSOCIATED WITH ME CONTAINMENT,COLLECTION,AND PROPER - EA. EACH O E.F. EACn FACE OFF 91E DISPOSAL OF ALL DEBRIS RESULTING FROM SURFACE PREPARATION AND M MIS ALLOWANCE IS TO INCLUDE Al COST ASSOCIATED WITH CONCRETE RESTIXRATgJ E.J. EXPANSION JOINT REPAIRS.NO DEBRIS SHALL BE PERMITTED IN ME WATERWAY.MIS ITEM SHALL BE PAID BENEATH ME CLADDING IDENTIFIED ON DETAIL 4&5 ON SHEET 5-207. m m o LL. ELEVATION AT 25%UPON COMMENCEMENT OF WORK AND 25%UPON ANAL COMPLETION AND e p E.O.R ENGINEER OF RECORD ACCEPTANCE OF WORK. ME COST TO PREPARE SUBMITTALS SHALL BE INCLUDED IN ME BID COST FOR ME ITEM FOR a N E.W. EACH WAY HSS HOLLOW STRUCTURAL SECTION MICH ME SUBMITTAL IS CLOSEST RELATED TO. OL. HORIZONTAL z Ho JUNCTION M NTHIS PAY ITEM INCLUDES ALL COSTS ASSOCIATED WITH PREPARATION AND COATING OF PAYMENT FOR INCIDENTAL LIENS W9CH ARE NOT SPECIFlCALLY OS1ED IN ME INDIVIDUAL BID -- MAX. MAXIMUM ME MINCRETE BRIDGE AREAS,IDENTIFlED HERON,IN ACCORDANCE WM ME GENERAL ITEMS SHALL BE INCLUDED IN ME CONTRACT UNIT PRICE FOR ME BID ITEMS. A 1 MIN. MINIMUM NOTES SHEETS SPECIFICATIONS.PAYMENT REQUEST MAY BE SJBMITTED UPON ANAL V/ NOi NAN POST E CH TRAFFIC COMPLETION AND ACCEPTANCE OF WORK RELATED TO MIS ITEM. - .P. LE POST - w N/A NUM APPOCABLE _ O. NUMBER NEVI No_5� x NTS NOT TO SCALE MIS PAY NW INCLUDES ALL COSTS ASSOCIAlEO WM SPALL REPAIRS IN ACCORDANCE O.C. ON CENTER WITH 5-301 AS WELL AS ASSOCIATED DEMOLITION,CONTAINMENT,AND OFF SIZE DISPOSAL i O.C.E.. ON CENTER EACH WAY OF ME MATERIAL REMOVED.PAYMENT REQUEST MAY BE SJBMITTED UPON ANAL PL PLATE REPAIR REINFORCEMENT BAR COMPLETION AND ACCEPTANCE OF WORK RELATED TO MIS ITEM. _ _ S.I.P STAY IN PLACE SS STAINLESS STEEL SSP STEEL SHEET PILE o s sm. STANDARD M NTHIS PAY ITEM INCLUDES ALL COSTS ASSOCIATED WITH EXPANSION JOINT REPLACEMENT _ - T.O. TOP CH INCWDING TAKING UP OF ME PAVERS MAT ARE OVERTOP OF ME JOINT AND TYP. T ICAL TS TUBE STEEL MISS) INSTALLATION CH ME ALUMINUM PLATE AND RE-INSTALLATION OF ME PAVERS TO A YP U..N. UNLESS OTHERWISE NOTED LEVEL SURFACE AS APPROVED BY ME VILLAGE,MEASUREMENT OF MIS WORK SHALL BE VERY. VERTICAL PER FULL JOINT BE GM AND PAYMENT REQUEST MAY BE SUBMITTED UPON COMPLETION - V.LF. VERIFY IN ME FOOD AND APPROVAL OF WORK RELATED TO MIS ITEM. TABLE 1:SUMMARY OF QUANTITIES VSP VINYL SHEET PILE W.P. WORK POINT NEVI No_Z THIS PAY ITEM INCLUDES ALL COSTS ASSOCIATED WITH ME CLEAN AND COATING OF ME ITETR NO. ITEM UNIT QUANTITY STEEL SHEET PILE WALL,INCLUDING ME DEBRIS AND PAINT CONTAINMENT&DISPOSAL. 1 MOBIUZAnON/DEMOBIZATION LS I CLEAN WALL IN ACCORDANCE WITH SPECIFICATION ON GENERAL NOTES TO ME MEAN LOW WATER ONE AND REMOVE MARINE GROWTH FROM ENTIRETY CH SHEET. A AT 2 MAINTENANCE OF TRAFFIC LS I APPLY NEW COATINGS PER SPECIFICATIONS ON GENERAL NOTES SHEETS.MIS ITEM - INC DES ME COST TO PROVIDE VIDEO-DOCUMENTATION OF ME STEEL SHEET PILE PRIOR PICONTROL,AND ABATEMENT OF EROSION TO CONSTRUCTION AND POST-CONSTRUCTION OF ME SSP WALL COATING BELOW ME 3 AND WATER POLLUTION LS I MEAN HIGH WATER LINE.PAYMENT REQUESTS MAY BE SUBMITTED UPON COMPLETION AND 4 CLEAN AND COAT(CONCRETE) LS I ACCEPTANCE OF BULL WALL LENGTH REPAIR. NEu rvo_6 5 CONCRETE SPALL REPAIR CF ] LwL MIS PAY ITEM INCLUDES ALL COSTS ASSOCIATED WM REPLACEMENT OF ME CHANNEL EXPANSION JOINT,BETWEEN CONCRETE CURB AND r ON TOP OF THE STET SHEET PILE WALLS INCLUDING USE OF EPDXY GI-LE TO ADHERE BRIDGE SUPERSTRUCT.RE EXTERIOR DECK SLAB, ME NEW CHANNEL TO ME EXISTNG CHANNEL.PAYMENT REQUEST MAY BE SUBMITTED a REMOVE AND REPLACE(INCLUDE PAVER BRICK RESET LF B. O UPON COMPLETION AND ACCEPTANCE OF FULL WALL LENGTH REPAIR AND ALUMINUM PLATE) z NEVI No_9 ] CLEAN AND COAT(STEEL SHEET PILE WALL) SF 1200 J LL MIS PAY ITEM INCLUDES ALL COSTS ASSOCIATED WM REMOVAL OF ME EXISTING O SPANDREL EXTENTS SHOWN AND INSTALLATION OF ME NEW CONCRETE SPANDREL AS 8 REMOVE AND REPLACE SSP C CHANNEL PILE CAR OF LBO WELL AS INSTALLATION OF ME CLADDING AND BRACING HARDWARE,AS DETAILED ON SHEETS 5-303&5-304 AND ME REPLACEMENT OF ME BRACING CHANNEL AND MRU S SPANDREL PANEL REPAIR LS I w m HOLE BOLTS ON ME ADJACENT SPANDREL PANEL EAST LEC.PAYMENT REQUEST MAY BE o,u NOMISTANDARD DIM SNORT SUBMITTED UPON COMPLETION AND ACCEPTANCE OF COMPLETED REPAIR ACTIVITIES. 10 SPANDREL PANEL ROCK VENEER EA 2 N BOLT EDGE&SP CI NG HUNG) BOLT m W HOLE SLOTN WEEP DRAIN MAINTENANCE EA 12 EDGE SPACING MIN.EDGE M NTHIS PAY ITEM INCLUDES ALL COSTS ASSOCIATED WITH ME REMOVAL OF ALL REMAINING V m DISTANCE — Y"a' XTi e"a %Is'X 1Xs (A CLADDING AND INSTALLATION OF ME NEW CLADDING ONTO SPANDREL PANELS IDENTIFlED 12 VINYL SHEET PILE LS I HEREIN.PAYMENT REQUEST MAY BE SUBMITTED UPON BULL COMPLETION AND SPACING ` m 'Ysm 'Ns"x i5 ui ACCEPTANCE OF REPAIRS ASSOCIATED WITH MIS PAY ITEM. 13 S00 RESTORATION SF fi]00 Q sa-m �a.,m 1�.. r^ _ �,m 1�6 m 1TL6 x 1 LIEN No_It: 14(CONTINGENCY) CONCRETE CRACK REPAIR(EPDXY INJECTION) LF 100 C) � of Tam 1 m 2y MIS PAY IIDM INCLUDES ALL COSTS ASSOCIATED WM ME REMOVAL OF ALL VEGETATIVE O LLI AND RUBBISH DEBRIS FROM ME WEEP DRAINS AND REPLACEMENT OF ME WIRE MESHES jU '/e"m ij"m 2?§" %"m '%Is'm '%s_lye' IN KIND.MEASUREMENT AND PAYMENT REQUEST MAY BE SUBMITTED IN PROPORTION OF 15(CONTINGENCY) CONCRETE CRACK REPAIR(ROUTE&SEAL) LF IRO LL LL O w ��y-2 ME QUANTITY OF REPARS COMPLETED AND ACCEPTED AT ME TIME OF REQUEST. coIy"m r 3' I'm Iya"m T% x 1 F6' NEu rvo_ 2 IB(CONTINGENCY) STEEL SHEET PILE PATCH REPAIR EA 10 MIS PAY ITEM INCLUDES ALL COSTS ASSOCIATED WM ME CONSTRUCTION OF ME 17(ALLOWANCE) CONCRETE RESTORATION(BENEATH CLADDING) BF 10 L�L IL iy"m 1j"m Ij" I PROPOSED VINT-SHEET PILE.GROUT SOCKS AND CLOSURE POURS AS DETAIL ON SHEET �r O a O _- 5-305 AND 5-306.COSTS SHALL INCLUDE MOVING AND RE-INSTAWNG OF EXISTING RIP v/ Iyq"m I�'m RAP TO FAOUTATE VSP INSTALLATION AND MIMMINC OF MANGROVES BY A GERTIFlED w Of LLI ARBORISi IF REWIRED.PAYMENT REQUEST MAY BE SUBMITTED UPON FlNAL COMPLETION D UL -= AND ACCEPTANCE OF WORK RELATED i0 MIS ITEM. CALL 48 HOURS � W /yy BEFORE YOU DIG % �J J j NEVI Nn 13: LWL THIS PAY ITEM INCLUDES ALL COSTS ASSOCIATED WITH REPLACEMENT OF SOD AND SIZE IT'S THE LAWI aI'a bebw. r 0 DIAL 811 £ RESTORATION WMIN ME STAGING AREAS AND PROJECT OMITS.PAYMENT REQUEST ow Call bNore SHEET NUMBER you Mig. m y MAY BE SUBMITTED UPON FlNAL COMPLETION AND ACCEPTANCE OF WORK RELATED TO THIS ITEM. G_1 04 T 'B � � �+ y�y,,� `r { Ellart T y A. j t Y M4,S .};4s .7f T"ir,i.,.( RAII >. h •. a L + T Fr a� 3 41x y ,5 a '�i'*`7R. : �1:� ,. .•r � aka W ft TEQUESTA DR. at a m a O e - .a. _ Qa Qua F"'•`.^..t1�M .. ! CONiRnciOR k . 4':1♦ •+,N �E SinclNc SEE > a E G-101 > p � '�' � I A tS a e t� CONTRACTOR STAGING/PARKING AREA SR G-101NOTES ON C-101 �...__ +I. ��'� k •�' z SHADY LN.. o � w ' CONTRACTOR SHALL RESTORE SOD'WT9N _•��� 5 I THE LIMITS OF THE STAGING AREA UPON T V 1 COM�PLE!f110N OF ALL OTHER WORK _ W fit M'ON' 1�a ' ' INSTALL BARRIERS i0 PROTECT •- a g�r,'�P "'I �a�•YL+.�/Mr _ ALL TREES AND YECEWON - 7 PRO OE COJSTRUCTON FENCE AROUND FROM CgJSiRUCTON ACTWTES. JYLs' Q STAG NO AREA FOR THE DURING OF THE - t y t uJ Q �. a 2 V A N PUBUC CCESS PARK AREA TO BE H- !20 RESTRICTED FROM CONSIRUCTON ACTWTES �.{ V z (n o CONSTRUCTON FENCE SHALL BE r SETBACK(EAST)20 Fi MONEUCA AT flAE ® NESTLEND OFYPTUS�THESPROP RTY. M�i L�L L O 4 1`�1z' / •.�y�,- �y�� AND 5-FT FROM PROPERTY DNE r� ❑V� �, ... s` •'�` �`. , !7_../' PRINEIERTATON ON iNE NIX21N _ O d O LEGEND: w � LU a W NOTE SYMBOL NOTE CD _ CONTRACTOR SHALL INSTALL CONSTRUCTON FENCING AROUND THE PERIMETER OF THE STAGING CALL 48 HOURS r UJ Q Q DENOTE' STAGING AREA PLAN AREA IN ALONG ALL CONSTRUCTION OUT ACTH F CE, OCCUR,EFFORT SHALL BE TAKEN i0 KEEP BEFORE YOU DIG PERMITTED CONTRACTOR STAGING AREA FENCING A OSTAGUNG AREAS TREES N IG THE PERIMETER OUTSIDE I S SAA WHERE POSSIBLE. - 5707 SCALE'.NTS NORTH LL PUBLIC ACCESS PARK AREA EOUIPNENT AND VEHICLES MAY NOT BE OPERATED WITHIN A 5 FT RADIUS OF TREES. IT'S THE W LAWI aI•s bebw. r NOT TO BE ENCROACHED ON K^ v T TI T E I III s DIAL 811 ow Call b...you eig. SHEET NUMBER DENOTES PATH BETWEEN - STAGING AREAS S-1 01 hen - - - - - - - - - - - - - - - - - - - - - - •.. - -� - -� "ITS OF VpRK ,' y'Ji•t v W 36.O'L xo•: 3fi.a': 33.0': -.`•,�+ V/ SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 9 2S..., AN x NORTHEAST Qge UADR T NORTHWEST QUADRANT ' , TEQUESTA DR. e E a SOUTHWEST QUADRANT —fir fE ENO r!BE 2 RE BENT 3 RE SENT 4 RE SENT 5 fE ENO -�.Y 1 ENO OF r ' BENT BENifi SOUTHEAST QUADRANT "°RK E'""S ui UJ U) S ' w ...." ._. .,. " .,, Q AL4 z r �'!� -� o o w = a coco — ,rCy _ wO �o LEGEND NOTE SYMBOL 1�OVERALL PLAN(KEY SHEET) CALL48 HOURS LLJ Q a NORTH BEFORE LA DIGS 5-102 SCALE.NTS mNTRACTOR STAGING AREA W J IT THE�AwI ,�•,bebw. DIAL 811 ow Call bNn 'g. SHEET NUMBER re you STAGING AREA FENCING —. S-102 o �. :� `';�', y � �� w. a S�MMaR>•GF RK�sF _Ga, I ,�*�• CONTRACTOR TO PERFORM THE—OWING WORK IN ACCORDANCE WVH SPECIFICATIONS ON GENERAL NOTES AND DRAWINGS HEREIN: I ' �•�� I. WITHIN THE OMITS 4F WORK-CLEAN AND COAT EXPOSED SURFACES THAT HAVE AN E%ISTNC COMING ON THE FOLLONING:RETAINING WALLS AND WHO WALLS.OUTSIDE FACE OF SPANDREL - PANELS,ALL FACES OF RAIUNG CURBS AND VEHICULAR BARRIERS. - 2. REMOVE EXISTING SIDEWAL(CONCRETE HEADER AND RE-CAST AT LOCATIONS SHOWN ON PLAN. .1. Ai LONGITUDINAL BRIDGE JOINTS-TEMPORARILY REMOVE PAYERS,REPLACE EXPANSION JOINT AND INSTALL NEW ALUMINUM PLATE ALONG ENTIRE LENGTH AND RE-INSTALL PAVERS TO A a ^ , EEYEL SURFACE. I _ REMOVE THE EXISTING DAMAGED SECTION OF SPANDREL.INSTALL NEW CONCRETE SPANDREL S a SECTION AND CAST CLOSURE POUR AND INSTALL BRACING HARDWARE. 5. REMOVE VENEER ON SPANDREL SECTION ADJACENT TO THE REPLACED SPANDREL SECTION AND .w REPLACE'MTI NEW VENEER.INSTALL VENEER ONTO NEW SPANDREL SECTION. O r 33. 38.IN 38.O t o - 24J.3' SPAN 1 SPAN 2 SPAN L 3 e PHOTO � o PHOTO PHOTO 2/5-202 .1/S-202 PHOTO PHOTO PHOTO�: PHOTO 4/5-201 1/S-202 .� 4/S-202 5/S-201 IRtl REPLACE EXPANSION JOINT - BETWEEN CONCRETE CURB AND BRIDGE SUPE U _ PAINT FULL DMITS OF E%IERIIXt DECK SLABLAB UNITNIT IN IN VEHICLE BARRIER WALL ACCORDANCE WITH DETAILS ON BOTH SIDES AND TOP _ S-]02.SEE PHOTO I/S-207 REPAIR4 REPAIR CONCRETE CONCRETE - SPALL IN ACCORDANCE S AEC WITHSEE I/S-301, HEAO Q2CCORDAN IN CE PHO10 5/5-206 SEE PHOTO I _a NITi 2/S-207 1/5-205 — PnOIYI O � o _ PHOTO PHOTO 2/`'-20J PHOTO 3/S-201 PHOTO 2/5-205 3 /S-205 a/5-208 4/5_205OTO PHOTO �� �/� N PHOTO VJ LL F PHOTO ///JI //nI fi/5-205 i A5/5=205� J J �. ui O BEGIN 4F , r WORK LIMITS 0 ENO fL BE1Ni 2.. - BENT] fL BENT 4 (.. 71 / ✓ _( yy�.. BENT I SPANDREL i0 BE z 1 i ')rJr r ( • REPAIRED INDANCECCG Q -303,SEE PHOTO 0 MATCH LINE-SEE SHEET ui S-104 FOR CIXJTINUATIXJ ui ° '' I Q � p- LEGEND: W 0 Of Lu o NOTE SYMBOL C9 ENLARGED PLAN(1 OF 2) /AA�wwwwww DEPICTS APPROXIMATE LOCATION SCALE NTS CALL 48 HOURS W �! RE TAKEN 5103 '. NORTH //yy 01 Wf HHFROMHAPHS BEFORE YOU DIG LLJ J j IT'S THE LAWI aps bebw. L ui DIAL 811 Rnow Call bMore you eig. SHEET NUMBER tl S-103 71-IIFWCTOR TO PERFORM THE Fg10W1NG WORK IN ACCORDANCE WITH SPECIFICATIONS ON GENERALND DRAWINGS HEREINTHIN THE OMITS OF WORK-CLEAN AND COAT EXPOSED SURFACES THAT HAYS AN EXISTING COATING ON THE FOLLOWING:RETAINING WALLS AND WING WALLS,OUTSIDE FACE OF SPANDREL PANELS,ALL FACES OF RAILING CURBS AND YENICULAR BARRIERS,AND OUTER SURFACE OF STEEL SHEET MILES. M 2. PATCH SSP PERFORATIONS AS NECESSARY USING CHEMICAL COMPOUND AND/OR MP PATCH. Y v 1 ]. REMOVE EXISTING 9DEWALK CONCRETE HEADER AND RE-CASs AT LOCATIONS SHOWN ON PLAN. 4. AT LONG TUDINAL BRIDGE JgNTs-TEMPgRPRILY REMOVE PAYERS,REPLACE EXPANSION JOINT AND INSTALL NEW ALUMINUM PLATE ALONG ENTIRE LENGTH AND RE-INSTALL PAYERS TO A LEVEL SURFACE. \ - 5 5. INSTALL NEW WNYL SHEET MILE WALL WITH GROUT SOCKS AND CLOSURE POURS BETWEEN EAST EDGE OF EXISTNG SSP WALL AND EXISTING RCP AT NORTHEAST QUADRANT. A f 'x 6. REMOVE VEGETATION MON CONCRETE SLOPE PROTECTION WEEP DRAINS AND REPLACE MESH. e . A•^ AFAR ' , L - -- J. REPAIR SPALLED PILE CAP ON CORNER EDGE OF SOUTHEAST wNC WALL O 8. REMOVE CRACKED CLADDING FROM RAIL CURB IN SOUTHEAST QUADRANT. T .. .- SJOS i o•-w 04 SPAN 4 SPAN 5 250.4'i y/ - PHOTO PHOTO ( R4 o x INSTALL TURBIDITY CURTAIN 2/5-20] PHOTO IN ACCORDANCE WITH THE APPROXIMATE LOCATION OF 1/5-201 PHOTO CQJQRPL NOTES DURING EXISTING RCP SSP VgRK i I. 5/S-203 ___ _ l i PHOTO PHOTO W'8 1/5-203 REMOVE LACE TONS PHOTO Ea- GROWTH&REPLACE NEED 4/5-20] t S� •' � ` i 3" _ �' DRAIN MESH SEE - 3/S-20],TYP OF 8® _ !.r NORTH OUADRANT�` 7IN— rYi -—REPLACE EXPANEIgJ JOINT - PAINT ALL CURBS AND BETWEEN CONCRETE CURB _ TRAFFIC BARRIERS AND BRIDGE WITHIN THE UNITS OF SUPERSTRUCTURE REPAIR WORK IN ACCORDANCE _ EXTERIOR DECK SLAB UNIT CONCRETE WITH G-102. - IN ACCORDANCE WITH SIDEWALK CLADDING PANEL TO BE REMOVED DETAILS ON S-302,SEE HEADER IN ON TOP&SIDES OF CURB WALL PHOTO 1/5-207 a ACCORDANCE SEE PHOTOS 4&5 ON S-207 WITH 2/S-207ui / LL #PHOTO ' '^ N 5/5-204 4 VJ LL 0 0 - PHOTO PHOTO PnorO z/s-zGl x / I/S-zoa �J.' ALI q BENT 5 rL END 4/Si204 • Y END OF F .-:- BENT 6 _ _.. .. A; C •T,. 'MORK DMITS J Q REMOVE YEGETATIXJ GROWTH k ' REPLACE WEEP DRAIN MESH.SEE - r _ INSTALL ACCORD NCTY CURTAIN 3/5-20],iYP OF 6 e9 SOUTH - ry ACCORDANCE S D THE Yr _ x' i♦ W QUADRANT ` I GENERAL NOTES DURING MATCH LINE-SEE SHEET SSP WORK = S-10]FOR aNnNUATgJ : 4 ui REPAIR CONCRETE SPALL IN 4♦ + IVE, ACCORDANCE WITH I/S `.•'j�, \ SEE 3/5_20-208 0 Z w o O �r _ co �O V � pao NB: � � -ww NOTE SYMBOL (('' 01,1Hs A PHF0'T HATE LocnnoN ENLARGED PLAN CALL aa HDURs Q a NORTH BEFORE VOU DIG 5104 SCALE.NTS WERf HTAKENHFROMRAPHs uLi J IT'S THE LAVVI aps bebw. r 5 DIAL 811 Xnow Call bMore you eig. SHEET NUMBER tl S-104 ALL BRIDGE SURFACES YAM AN Mtn - EXISTING CLASS 5 OR PAINT FINISH TO BE PRESSURE WASHED POLES TO REMAN AND BE --, ' r PROTECTED(NOT PANTED) y (]OOOPSI MIN)AND RE-COATED PER GENERAL NOTES COATING > SPECIFICATIONS. EMBLWS TO BE PROTECTED ' DURING PRESSURE WASH AND RE-COATING ACWTIES - - --- ALL BRIDGE SURFACES V H AN --- FULL LENGTH OF CURB h ALL a _---- EXISTING CLASS 5 OR PANT FINISH TO LILT PEDESTALS(ALL BE PRESSURE WASHED(]OOOPS MIN).i _ __ _ _ _SURFACES)V THIN WORK LIMITS AND RE-COATED IN ACCORDANCE W11H _ _ ____ -i0 BE PANTED N ACCORDANCE COATING SPECIFICATIONS ON GENERAL - - --- -- __ --NIM COATING SPECIFICATIONS NOTES SHEETS - -- --- __ --- ON GENERAL NOTES SHEETS - - ---- WBLEM TO BE CLEANED ----- --- - - ---------- PROTECTED DURING PRESSURE _ ----------- m AND PANT DURING _ RE-COATNG ACTI—ES - 5 E%lERIOR A BOi FACE 4F NIER OR FACE OF SP DRE S ND a - _ � - FULL LENGTH OF TRAFFIC- SPANDREL PANELS TO BE ALL PILES BENTS AND SUB �g E%lERIOR h BOi FACE OF �(JZ� Of�` -- BARRIERS(—SURFACES)N MIN- _ Q-�����- CLEANED AND COATED Iry UNITS BENEAM BRIDGE DECK ARE SPANDREL PANELS i0 BE CLEANED - ---- NYIRK UNITS i0 BE CLEANED o ee ACCORDANCE NIM COATING NOi INCLUDED IN ME PAINT AND COATED IN ACCORDANCE NIM --- ---- PNO COALED IN ACCORDANCE ----------------- SPECIFICATgJ ON GENERAL SCOPE OF WORK COATING SPECIFICATION ON -- --- N1M COATING SPECIFICATIONS ON NOTES SHEETSI GENERAL NOTES SHEETS --- -_--- GENERAL NOTES SHEETS 0o aNmo zd 1 BRIDGE ELEVATION(NORTH SIDE,LOOKING SOUTHWEST) 2 BRIDGE ELEVATION(SOUTH SIDE,LOOKING NORTHWEST) 3 BRIDGE OVERALL(SOUTH SIDE,LOOKING WEST) R 5-201 SCALE'.NTS 5-201 SCALE'.NTS 5-201 SCALE'.NTS a Q o NLL LENCM OF &ALL _ - UGHT PEDESTALS(ALL SURFACES)NIMIN WORK UNITS --- -_TO BE PAINTED IN ACCORDANCE --V M COATING SPECIFICATIONS ONe�GENERAL NOTES SHEETS - --7 - __ _ _ _ '^ VJ N LL _ LL _ FULL LENGM OF TRAFFIC W O n BARRIERS(ALL SURFACES)WMIN =-_ FULL LENGTH QF 1RAFFlC __ WORK LIMITS TO BE O.EANED =- BARRIERS(PLL SURFACES)WITHIN - Q2029 LL O AND COATED IN ACCORDANCE _- VgRK LIMITS TO BE CLEANED NTH COATING SPECIFICATIONS ON AND COATED IN ACCIX2DANCE - GENERAL NOTES SHEETS N1M COATING SPEtlFlCATIONS qJ -_--_--_--_-_ _ GENERAL NOTES SHEETS ---_-------- ^^ 4 BRIDGE OVERALL(NORTH SIDE,LOOKING EAST) 5 BRIDGE OVERALL(NORTH SIDE,LOOKING EAST) w Q a 5201 SCALE'.NTS SCALE'.NTS f 1� rc tl 5-201 0 z w o N O O CY M WLLI co LEGEND LL Q � �� NOTE SYMBOL � a O CLEAN AND COAT LIMITS. W //S G_'wn (ALL COATING V RN SHALL BE CONDUCTED IN y V/ v ACCORDANCE MOMS) ME COATING SPECIFlCATIgJ ON CALL 48 HOURS W ME GENERAL NOTES) uj a BEFORE VOU DIG w J_ IT'STHE LAWI a DIAL 811 � Ca.rzbelow. 1 belpa eig. SHEET NUMBER S-201 iNLL EENGTH OF TRAFFIC -__� BARRIENS(ALL OSURFACES)CI-EA NTTHIN --AND LIMITS TO BE CLEANED ____ __ ____ 4 - AND COATED IIN ACCORDANCE _ NTH COALING SPECIRCATONS ON GENERAL = pry GENERAL NOTES SHEETS. - - A - - - o RETNNINC WALL TO BE CLEAN' W- AND COATED IN ACCORDANCE W- _ :,I COALING SPECIFlCA110NS ON GENERAL NOTES SHEETS. - RETAINING WALL i0 BE CLEANED *, --- -- -- - AND COATED IN ACCIX20ANCE WiH r -- COATING SPEtlFlCATI0N0 ON L g = CENERPL NOTES SHEETS. O WIN 0 RETNNINC WALL TO BE CEEPNm - AND COATED IN ACCORDANCE WTA - - COATING SPECIFlCATIONS ON -- GENERAL NOTES SHEETS. 1 RETAINING WALL(L ING WEST)OOK 2 RETAINING WALL(L ING WEST)OOK 3 RETAINING WALL(LOOKING EAST) ICU w= E 5-202 SCALE'.NTS NORMNESi QUADRANT 5-202 SCALE:NTS NORMNEST QUADRANT 5-202 SCALE:NTS NIX21HWE5i QUADRANT aQ e ova '- —13 WALL TO BE CLEANED AND - COATED IN ACCORDANCE W1TH ---_-_-_-_ COATING SPEOFlCATONS ON- --� - GENERAL NOTES SHEETS. _ - _-°�__ --- --- --- --- - I - - - -- - VJ ------------------- -----------------_ U) -__ __ ___ ___ LL _ __ __ _ _ V _— _— --t — _ — —— N ------ i __-- - 0-- RETNNINC WALL i0 BE CIfPNEO --_-_-- _ -- - - _---- 0 - AND COATED IN ACCORDANCE NTTt T COALING SPECIFICATIONS ON - -- 1n GENERAL NOTES SHEETS. 4 RETAINING WALL(LOOKING EAST) 5 BRIDGE WINGWALL ui Q Q 5-202 SCALE'.NTS NORTHNEST QUADRANT S-2G2 SCALE:NTS NORTHWEST QUADRANT f 1� rc tl 0 z w - N O CLLI LL cy IT Q W LEGEND 0 NOTE SYMBOL a ui CLEAN ANO COAT LINerS. (ALL COAnNG VARK$HALL BE CONDUCTED IN CALL48 HOURS ry W Q a ACCORDANCE N1 Tt TIN COATING SPECIFlCAIIgJ _ BEFORE YOU DIG l.J LNL ON THE GENERAL NOTES) W J IT'STHE LAWI arz below. DI AL 811 � Ca�bnore pu eig. SHEET NUMBER S-202 RETAINING WALL TO BE CLEANED _ AND COATED IN ACCORDANCE WITH COATING SPECIFICATIONS ON 0-102. _ ___RETMNINC WALL i0 BE CLEANED RETAINING WPLL,WING—,& SPANDREL --AND C" G IN ACCORDANCE WITH PANELS TO BE CLEANED AND COAlEO IN _ _-_ —COATING COATING SPECIFICATIONS ON ACCORDANCE WTH COATING SPECIFICATIONS tl - - __ __-GENERAL NOTES SHEETS. STEEL SHEET PILE WALL i0 BE ON GENERAL NOTES SHEETS - ----- ------------ CLEANED AND COATED IN ----- _ _ ACCORDANCE.TH COATING SPECIFICATIONS ON GEIJERAL STEEL SHEET PILE WPLL TO BE NOTES SHEETS. CLEANED AND COALED IN E - - -- - ACCORDANCE VA TH COATING r SPECIFICATIONS ON CENERPL L - - - NOTES SHEETS. - T�o do - W 1 RETAINING WALL(LOOKING SOUTHEAST) 2 RETAINING WALL OVERVIEW(LOOKING SOUTH) 3 BRIDGE OVERVIEW(LOOKING SOUTHWEST) R 5-203 SCALE:NTS NORTHEAST QUADRANT 5-203 SCALE:NTS NORTHEAST QUADRANT 5-203 SCALE:NTS NORTHEAST QUADRANT aQ ova ZT _-_-_-_ RETAINING WALL TO BE CEEPNm -WC WALL ANO SPANDREL PANEL i0 BE / AND COATED IN ACCORDANCE WITH CLEANED AND COATED IN ACCORDANCE - COATING SPECIFICATIONS ON WITH COATING SPECIFICATIONS ON GENERAL NOTES SHEETS. GENERAL NOTES SHEETS_ -5- ------------- - oV) J- --- CONCRETE SLOPE PROTECTION TO BE ----------------------- ------ -------- ---O.EANED AND COATED IN ACCORDANCE ------------------------- ------ _-_-_-_-_ WITH COATING SPECIFICATIONS ON -------------------------------------------------- --------- a GENERAL NOTES SHEETS. _______________________ L - ------------ ------------- ------------------------ - -- Q r^ V wo -- ----------- ----- ---- ----------- - O ui -- --- - - -Y__ - _ - N --- --- _--- M 4 CONCRETE SLOPE PROTECTION(LOOKING WEST) 5 WINGWALL(LOOKING SOUTHEAST) ui Q a s-203 SCALE NTS NGRTHEAST QUPflRANT 5-203 SCALE NTS NORTHEAST QUADRANT UI H- Qz wo A m0o LLI LL IT Q � wH LEGEND 0 0 ¢a O NOTE SYMBOL W '^ a'W'E^E CLEAN AND COAT DMITS. CALL 48VJ V (AALL COATING WORK SHALL BE CONDUCTED IN BEFORE HOURS ■/y/��� W Q a CCGROANCE KITH THE COATING SPECIFICATION BEFORE YOU DIG V LNL ON THE GENERAL NOTES) ®�/� w J IT'STHE LAWI „.Mars below. DIAL 8" STEEL SHEET PILE WALL CLEAN&COATING Nnow .Cal6nore nu Ei9. SHEET NUMBER DMITS.ALL COATING TO BE CONDUCTED IN ACCGRDANCE KITH THE COATING SPECIFICATim = _ C_20�]J - ON THE GENERAL NOTES) J Yr� --------------- RETHNINC WALL TO BE CEEPNED ----- ------ ------ -I ---------- F AND COATED IN ACCORDANCE ITT > COATING SPECIFICATIONS ON - -- -- RETNNINO WALL TO BE CLEANED --- a RETAINING WALL i0 BE CLEANED z m N < GENERAL NOTES SHEETS. - -- AND COATED IN ACCORDANCE YAM 5 --- AND COATED IN ACCORDANCE VA1H - - MATING SPECIFlCATIONS ON COATING ENERALENIOTESTIONS SHEETS - Il$� _ - GENERAL NOTES SHEETS. 1 RETAINING WALL(LOOKING WEST) 2 RETAINING WALL(LOOKING EAST) 3 SOUTHEAST QUADRANT OVERVIEW(LOOKING WEST) s-zoa SCALE NTS SOUTHEAST QUADRANT szaa SCALe.NTS Sa THEAST QUADRANT sza4 SCALe.NTS SOUTHEAST QUADRANT ¢e oa zT Y —a—PANELS AND PILES i0 BE o _ CLEANED AND COATED IN ACCORDANCE PATH COATING CONCRETE SLOPE PROTECTION TO t SPECIFICATIONS ON GENERAL NOTES BE CLEANED AND COAlEO IN _ =j —____ SHEETS. 0 � I ACCORDANCE W11H COATING �— o _ a __ PECIFICATOIJS ON GENERAL NOTES — — A _ —— — — —— ——- — —— ————-———-——— _______ _ --_______ }�_ _ _ LL _ ——-——— ————— -—~— _ _- --- e SIP WALL TO BE CLEANED AND CCA➢NC ACCORDANCE ON GENERAL '^ GENERAL NOTES SHEETS. z� ^LL 4 SOUTHEAST QUADRANT OVERVIEW(LOOKING WEST) 6 SLOPE PROTECTION(LOOKING WEST) 6 WINGWALL OVERVIEW �/J�,J Q Q s o4 EA SCALE'.NTS SOUTHST OUADRANT 5-204 SCALE'.NTS SOUTHEAST QUADRANT 5 4 SCALE'.NTS SOUTHEAST OUADRANT V H- Q w o m OLL w IT Q K LL LEGEND 0 ¢a O NOTE SYMBOL W OL'W'E^T CLEAN AND COAT LIMITS. V (ALL COATING—sHPLL BE CONDUCTED IN CALL HOURS W Q a ACCORDANCE N Tl ME COATING SPECIFlCATIgJ qJ BEFORE YOU DIG l.J LNL ME GENERAL NOTES) W J_ - IT'S THE LAWI „.Mars below. STEEL SHEET PILE WALL PAINT LIMITS.ALL DIAL 811 � Ca�aHore nu Ei9. SHEET NUMBER PANT TO BE CONDUCTED IN ACCORDANCE WITH ME COATING SPECIFICATON ON ME _ - S-204 GENERAL NOTES -------------- E RETAINING WALL i0 BE CLEANED -- - - - - - -- RETA NINC WALL i0 BE CLEANED Y AND COATED IN ACCORDANCE NITH _ RETAINING WALL TO BE CLEANED AND COATED IN ACCORDANCE N11H a COATING SPECIFCATIONS ON AND COATED IN ACCORDANCE NTH _ _ _ _ COATING SPECIFlCAlI0N5 ON L x 5 COATING SPECIFICATIONS ON L - q6]�5IRpq�� - GENERAL NOTES SHEETS. O GENERAL NOTES SHEETS. O GENERAL NOTES SHEETS. �w[sYULYLLic wvT - 2 a aNmo 1 RETAINING WALL(LOOKING WEST) 2 RETAINING WALL(LOOKING WEST) 3 RETAINING WALL(LOOKING EAST) E 5-205 SCALE'.NTS SOUTHNEST QUADRANT 5-205 SCALE:NTS SOUTHMST QUADRANT 5-205 SCALE:NTS SOUTHWEST QUADRANT a oa zT - o —GWALL PANELS,MILES,& PILE CAP TO BE CLEANED AND COALED IN ACCORDANCE NTTH COATING SPEOFlCATIONS ON - GENERAL NOTES SHEETS. N N m w � w - - - VJ PILE CAP TO BE CLEANED AND COALED IN ACCORDANCE VATH d� TING CO SPECIFICATIONSENERALNOI OLL SHEETS. a NINCINALL PANELS ANO PILES TO BE /��// L{) - —ANED AND COATED IN ACCORDANCE N1TH COATING SPECIAGATIONS ON GENERAL NOTES T _ - SHEETS. ^1^ 4 BRIDGE PILE CAP(AS VIEWED FROM THE TOP) 6 BRIDGE WINGWALL OVERVIEW(LOOKING EAST) 6 BRIDGE OVERVIEW(LOOKING WEST) w Q a 5-205 SCALE'.NTS SOUTHWEST QUADRANT 5-205 SCALE:NTS SOUTHWEST QUADRANT 5-205 SCALE:NTS SOUTHWEST QUADRANT H- 0 Z w o " N 0 m OLL Cy L LI Q � K LL LEGEND 0 ¢a O NOTE SYMBOL W G-'W'E^T CLEAN AND COAT LIMITS. UJ V - (ALL COATING WORK SHALL BE CONDUCTED IN CALL HOURS • W Q a ACCORDANCE NTTH THE COATING SPECIAGA _ BEFORE YOU DIG l.J LNL ON THE GENERAL NOTES) W J x IT'STHE LAWI rs below. STEEL SHEET PILE WALL PAINT LIMITS.ALL DIAL 811 � CaW aHore pu Ei9. SHEET NUMBER PANT TO BE CONDUCTED IN ACCORDANCE WTTH THE COATING SPECIFICATION ON THE _ - S'205 GENERAL NOTES 1 r I I `_ 4 - - -EXTENr 4F _ SPANDRAL TO BE cUT AND REMOVED E REPAIR SPANDREL IN 1\ a LLA i DI REPLA LEOOER -'- REPAIR CONCRETE z m D TO BE REPLACED PER ACCORDANCE N1M S 303 SPALLS IN ACCORDANCE O -� i 5k8/5-304 N1M DETAIL 1/S-301 km m d t a sPANDRw cDNNEcnDN o HARDWARE 1 SPANDRAL PANEL 2 SPANDRAL PANEL 3 PILE CAP EDGE wa 5-206 SCALE:ITS 5208 SCALE'.NTS 5208 SCALE'.NTS -> F q yj BRICKS TO BE LIFTED i0 FACILITATE EXPANSION JgNT - REPAIR AND RESET D ACCORDANCE N1M o DETAIL I DANCE '^ RAIUNC AND PAVERS TO ' T BE PROTECTED DURING VJ - CURB RESTORATION MURK LL L.L REPAIR CONCRETE LL 0 LL - SPALLS IN ACCORDANCE O O N1M DETAIL 1/S-301 ui 040HR= 92911§2025 � 0 � 2 d 4 SIDEWALK PAVERS 5 SIDEWALK CURB ui Q Q 5-206 SCALE:ITS 5206 SCALE'.ITS (1) rc tl 0 z w o N O OLLI cy IT Q W LL ~ D 90 w ~ a CD V/ V LL' CALL 48 HOURS V Q w B FORE VOU DIGE ara NOTE: IT'S THELAWI uLi J CLEAN AND RE-COAT LIMITS NOT SHONN bel— r o ON MIS SHEET FOR CLARITY DIAL 811 � Ca�bnore you eig. SHEET NUMBER = S-206 LO O UDINAL E%PANSON JOINT BETWEEN CONCRETE CURB AN BRIDGE SUPERSTRUCTURE E%TERIOR DECK I SLAB UNIT TO BE REPLACED IN - ACCORDANCE WITH DETAILS ON 5-302 3 a � -°-� REPAIR SIDEWALK HEADERS - ALL WEEP DRAINS IN NORTH&SOUTH (WHERE NOTED ON PLAN)BY CONCRETE SLOPE PROTECTION NO BE REMOMNG SPA LED CONCRETE CLEANED AND RE-MESHED WITH GALV _- - PND CHIPPING OUT TOP D' WIRE MESH(12 TONAL) - LATER AND RECASTING IN - y, ACCORDANCE WITH DETAIL N"Y 'y t/S 301(SECTION B B) A CONCRETE SHALL INCLUDE A r DYE PIGMENT COLOR COLOR TO g ALL SURFACES BETWEEN INSIDE MATCH EXISTING AND BE k m m d FACES OF SPANDREL PANELS ARE PPPRDYED BY THE MLLAGE L]aA{ ���� Ogg NOT INCLUDED IN ME SCOPE OF PRIOR i0 INSTALL T o WORK FOR CLEANING AND COATING g 1 BRIDGE EXPANSION JOINT(AS VIEWED FROM BELOW) 2 BRIDGE SIDEWALK HEADER(rD DECK JOINTS 3 WEEP DRAIN THRU CONCRETE SLOPE PROTECTION ED w= E 5-20] SCALE:NTS S20] SCALE'.NTS S20] SCALE'.NTS a Q e CIXJTRACTOR TO RE—CLADDING z o PANEL ON ALL THREE SIDES AND EXPOSE CONCRETE ELEMENT - BELOW.CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO RENOVAL. ^Z^ LL CONTRACTOR TO REMOYE CLADDING —PANEL ON PLL THREE SIDES AND L/.L�EXPOSE CONCRETE ELEMENT V BELOW.CONTRACTOR SHA LL LL - -NOTIFY THE ENGINEER PRIOR i0 R O rco ENOVAL. W O 2 4 CLADDING PANELS AT SOUTHEAST QUADRANT 5 CLADDING PANELS AT SOUTHEAST QUADRANT �J,J Q Q 5-20] SCALE:NTS 5.20] SCALE'.NTS (1) rc a 0 Zcy w o N O OLLI cy IT Q W LL ~ 090 w ~ a V/ V'LL^� CALL 48 HOURS Q w BEFORE VOU DIG NOTE: IT'S THE LAWI LWL J z CLEAN AND RE-COAT UNITS NOT SHOWN beloW. r o ON THIS SHEET FOR CLARIFY DIAL 811 � aeaCa�bnore you eig. SHEET NUMBER S-207 CONCRETE To REMAIN EXISTING SOUND / SAWCUT PERIMETER EXISTING SOUND CONCRETE TO REMAIN - D ROUND CORNERS TO TIP, (J 5/8'. D o D p EXISTING REINFORCING STEEL TO REMAIN,DQ Ea—SAWCUT PERIMETER OT DAMAGE WHEN REMOVNG CONCRETE DEXSTNG GE WH CNG STEEL TO REMAN DO D NOT pAMAGE WHEN REMOV NG CONCRETE MAX MUM 1E2 DEEP SAWCUT ALONG PERIMETER OFAREA TO B RESTORED P. 'D OFXAREA TO BEE RESTORED,�pNG PERIMETER ❑TIP. TV SAWCUT PERIMETER SEE NOTE 2 MATCH REPAIR SURFACE TO EXISTING CONCRETE Sff NOTE 1 SURFACE p MATCH REPAIR MORTAR SURFACE TO EXISTING SECTION A— SECTION B—B CONCRETE SURFACE YY LNF FFF PE-EX, -x AGGREGATE-FRACTURED SURFACE.(,/>) i DRGNAL SPALL AREAS EXAMPLE REPAR ARE S EXAMPLE p 2 AREA OF UNSOUND CONCRETE ^ w MIN 1. AREA OF UNSOUND CONCRETE �3 MIN RECOMMENDED CONCRETE REMOVAL/REPAIR ��� AREAS OF SPA LLED CONCRETE m o ,�R /// ////////> Rom' scALe PLUS , NOTE: ova )'z"DEEP SAWCUT LIMITS,TYP. FOLLOWING O MOLITI N AND SURFA E PREPARATION FILE 1'DEEP SAWCUT LIMITS,TYP- CONTRACTOR ACTORESN ALL PAUSE REP AIRCWGAP AND NOTIFY RTHE VLLAGE IMMEDIATELY IF CONCRETE REPAIRS(INCLUDING CRACKS OR SPATLS)EXCEED THE BASE QUANTITIES (CONTINGENCY AND ALLOWANCES EXCLUDED)SHOWN IN THE 1- REMOVE DETERIORATED CONCRETE TO SOUND MATERIAL BY SCARIFICATION OR BY CHIPPING WITH LIGHT DUTY PNEUMATIC OR ELECTRIC CONCRETE CHIPPERS, 15 LBS OR LESS ADJACENT TO - PRESTRESSING STRANDS. REINFORCING STEEL, AND STRUCTURAL LIMITS OF CONSTRUCTION)- o PROVIDE AN AGGREGATE-FRACTURED SURFACE WITH A MINIMUM SURFACE PROFILE AMPLITUDE OF - 1/4 INCH BY USE OF A SCABBLER OR OTHER APPROPRIATE MEANS. 1/4'MAX �° - 2 2. CLEAN ALL REINFORCING BARS EXPOSED AFTER CONCRETE REMOVAL IN ACCORDANCE WITH SSPC FRONTREAR Sp-TO NEAR WHITE METAL' CLEANING. CLEAN EXISTING CONCRETE SURFACES THAT WILL BE IN f0 f0 CL EXISTING a CONCSVE SE ALA ET CONTACT WITH FRESHLY PLACED REPAIR MATERIAL AND CLEAN TO REMOVE LOOSE MATERIAL AND CRACK S DUST IMMEDIATELY BEFORE APPLICATION OF BONDING AGENT/REPAIR MATERIAL NOTES 4&5 SURFACE OF EALP Rr NSFY DE g CONCRETE PROVIDE RCAP SEAL 2. REPLACE BARS THAT HAVE LOST 257 OR MORE OF THEIR ORIGINAL SECTION WITH NEW BARS THAT Ba FRONT 'm COVER, AND SHALL LAP AS NECESSARY TO ENTRY PORT,TYP- EXISTING CRACK SIT ALL BE SPL'EDPLACEDEPTH AND CRACK FSIDE o - DEVELOP THE FULL STRENGTH OF THE ORIGINAL BARS. BLAST CLEAN I IS READILY ACCESSIBLE a so U � w rc i n 5. WHERE THE BOND BETWEEN EXISTING CONCRETE AND RE R INFORCING STEEL HAS BEEN DI STUFBED OF SIDES OF CRACK va WHERE THE FULL SECTOR NFO CEPENT BAD EXPOSED, REM CONCRETE OF SECTION A A ELEACTIONOIEVV ENIRECENT PERIPHERY THE BARTHE TEXPOSEDP BARTRA CLEARANCEAT ILL FEDM OF M}IN CH DTA O1N INCH OBEHCCRETE ToIND BOND THE TBART�S E COW MN BEAM OR WALL U) REQUIRED-THE CONTRACTOR SHALL EXERCISE CARE TO N07 CUT,STRETCH,OR DAMAGE EXPOSED OR CRACK REPAIR DAMAGED EDGE . J REINFORCEMENT BARS.ANY DAMAGE TO REINFORCEMENT BARS DURING THIS OPERATION SHALL BE CONCRETE CRACK EPDXY NJECT ON REPAIR NOTES(CONTINGENCY): REPAIRED OR REPLACED BY THE CONTRACTOR AT No ADDITIONAL COST TO THE OWNER. -_ CONCRETE CRACK ROUTE AND SEAL REPAIR NOTES ICONTNGENCY)� 1. PRIOR TO COMMENCEMENT OF CRACK EPDXY INJE CTION WORK,THE CONTRACTOR SHALL L �� 6. A CONCRETE BONDING AGENT.COMPATIBLE WITH THE REPAIR MATERIAL AND APPROVED.WILL BE USE DISCRETE MARKINGS TO IDENTIFY THE OR WHICH WILL BE EPDXY INJECTED AND r APPLIED TO THE EXPOSED REINFORCING BARS AND CONCRETE AREA BEFORE THE PLACEMENT OF PROVIDE PHOTO DOCUMENTATION 0 THE ENGINEER WITH NUMBERING OF THE CRACKS w NEW REPAIR MATERIAL,AND IF RECOMMENDED BY THE MATERIAL MANUFACTURER,TO THE EXISTING DS OFE TF°MA KN ESE MO NIDENTI F�TNE CRACKS WN OHK W L L EBE OFO_T AND SS LED IPDENTIFIED TO CRACKS REPPFAERRED, HE ENGINEETO START R MUST PROVIDL WRI POITEN ENGINEER DENRE E EEFEN AO THE Q -- CONCRETE AREA THAT IS TO RECEIVE THE NEW CONCRETE. AND PROVIDER PHOTO DOCUMENTATION WITH NUMBERING OF CRACKS ETO THE EA CRACKS EXCEED NO o"(SEE W DE _ ENGINEER IDENTIFYING THE CRACKS INTENDED TO BE REPAIRED,THE ENGINEER MUST ) - N O T. REPLACE THE REMOVED CONCRETE WITN NEW POLYMER MODIFIED PORTLAND CEMENT MORTAR IN PROVIDE WRITTEN AGREEMENT TO THE PROPOSED CRACKS PRIOR TO START 2. SURFACE PREPARATION:CLEAN THE INTERIORS OF THE CRACKS WITH AIR UNDER I..L ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS(SIDEWALK HEADER AND PILE CAP) SUFFICIENT PRESSURE TO REMOVE LOOSE MATERIALS ENTRAPPED WITHIN THE CRACKS r B. SIT ALLST(APL)FD NONCONCN FETE INEA CRACKS(ROCHE>AMM ORA>1/}PA)RIN THE CONCRILL BE ETED E THE ODUE'OS OF I ALL SUCH AS OILS,GREASE,DIRT EFFLORESCENCE OR PARTICLES OF CONCRETE.IF AULTRANY Q `/ REPAIR AIS TO INSTALL SEALANT IN THE ROUTED CRACKS IN THE CON CRE TE E SL ABTH S ACCORDANCE WITH FD OT AP D PRODUCTS LI ppRT ON IF HE E IST G CONCRETE SPALLS AS A RESULT OF SRFACE PREPARATION PIED DM IN ATE LVP VERTICAL/OVERHEAD SURFACES- REFER TO 6/5-201 FOR A TYPICAL VIEW OF CRACKS TO BE REPAIRED.HAIRLINE FOR THE CRACK R AB LITATI ONS THE C NTRAC OR SH LL REHABILIT THE SPALL IN LL - SKAOUI['J<VOH OR APPROVED EQUAL(SIDEWALK CURB) CRACKS(<IMM OR 11/32')SHALL HAVE SHERWIN WILLIAMS CONCRETE&MASONRY ACCORDANCE WIHE THEN CONCRETE SPALL REPAIR N07ESAAND DETAILS, E W PATCH APPLIED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS PATCH N G TO BE APPLIED PRIOR TO PAINT COATING 3. MATERIAL.EPDXY FOR CRACK PRESSURE INJECTION SHALL BE SIKADUR-35 HI-MOD LV OR LL -' EMBEDDED ANCHORAGES OR BREAK THE BOND BETWEEN THE STEEL APPROVED EQUAL THE SEALANT TO BIND INJECTION PORTS AND TO FILL OPPOSING SIDES AND REINFORCING ND CONCRETE TO REMAIN KED }.THE CONTRACTOR SHALL IDENTIFY CRACKS TO RECEIVE THIS REPAIR AND SHALL OF FULL DEPTH CR CK SIR N ALL B S PAR F-11 HI GOD GEL OR APPROVED EQUAL FOR HAVE THE ENGINEER VERIFY THE CRACKS IDENTIFIED. ACTIVELY LEAKING(Wf T)CRACKS.E DRILL�'DIAMETER HOLES TO INTERSECT THE CRACK o - 10- DETAILS APPLIES TO BOTH HORIZONTAL AND VERTICAL REPAIRS- AT A 45 DEGREE ANGLE,INSTALL INJECTION PORTS AT THE HOLES AND FILL WITH SIKAFIX 4.SURFACE PREPARATION.REFER TO THE MANUFACTURER'S SPECIFICATIONS. HH LV.EPDXY SHALL BE INJECTED/INSTALLED IN ACCORDANCE WITN THE r^ p 11. THE CONTRACTOR SHALL CONTAIN ALL DEBRIS(SOLID AND LIQUID)RESULTING FROM SPALL REPAIR MANUFACTURERS INSTRUCTIONS 6O a` WORK AND DISPOSE OFF SITE. 5 SI.MATERIAL INSTALL KAFLEX 1A WITH SIKAFLEX PRIMER-419 OR APPROVED EQUAL o INTO THE ROUTED CRACK IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 4 INJECT THE EPDXY WITH PRO' PRESSR.INJECT VERTICAL RACKS FROM THE BOTTOM O �fJ UP UNTIL THE EPDXY LEVEL VFL REACHES THEEENTRY PORT ABOVE WHEN FROM INTO AM rc v 6.THE SURFACE OF THE SEALANT AT THE EDGE OF THE EXISTING CONCRETE ON EITHER PORT IS COMPLETE,CAP IT IMMEDIATELY. SIDE OF THE CRACK SHALL H AL %TENDS ABOVE HE CONC11 AND RETE SHALL BE CUT DO cy WN 5. CLEANING AFTER EPDXY INJECTION:UPON COMPLETION OF THE INJECTION PROCESS,NCH BELOW THE FOR OF 0 w 1 CONCRETE SPALL REPAIR FLUSH WITH TOP of TSLAB, REMOVE PORs AND CAP SEAL BY GRINDING ore GTHE MEANS,TO RETURN S FACE To � RATCAN H A MANNER WHICH WILL NOT DAMAGE THE wNCRET c cEN 6-60� 6CALE'.ITS EXCESS MATERIALS SD THAT NO EPDXY MATERIAL OR INJECTION PORTS EXTEND BEYOND LL THE PLANE SURFACE OF THE CONCRETE. r 090 3 CONCRETE EPDXY CRACK INJECTION LLJ a LEE SJ01 SCALE:NTs Q a 2 CONCRETE CRACK ROUTE AND SEAL CALL48 HOURS /ryy uj 5-301 SCALE.NTS CONTNCENCY BEFORE�RMPN NCY 0 J j z pi IT'STHELAWI arz below. of DIAL 811 � Ca.bnore pu eig. SHEET NUMBER A,111111—LIKES'111RIN S-301 REMOVE AND RESET THE ROW OF PAVERS ADJACENT TO SPANDREL AS NECESSARY TO COMPLETE EXISTING GUARDRAIL AND EXPANSION PAVER RESET SPANDREL TO REMAIN AND BE PROTECTED SEE tl SEE DETAIL 2/S-302 FOR EXPANSION SIDES OF JOINT TOOLSSURFACE FOR NOTES S. JOINT REPLACEMENT DETAIL NOTES SMOOTH SEALANT FINISH, E TIE ND IS AT T NO BTO RETWEEEl 0"N THE CONCRETE SLAB Ye"x4"ALUMINUM 6081-76 PLATE ALONG FULL LENGTH OF THE REMOVE EXISTING UNIT AND SSPANDREL NP PANEL AND RIN STALL A STAIN LE55 STEEL EDGE E EXPANSION JOINT WITH Yq x 1-%"41OSS TAPCON SCREWS(MINIMUM X/2.MIN 1/8 MATERIAL TO ENSURE PLATE ALONG THE LENGTH OF THE JOINT. 3 ANCN ORS PER PLATE OR®18'O.C,WHICHEVER IS LESS) MAX 3/8' A CLEAN SURFACE O 2 CLEAN EXISTING JOINT TO ENSURE SPACE IS CLEAR OF DEBRIS. L _ a s coNTINUouS OAM RATHER Roos HALL RE INSTALLED PRIOR TO Q w/GFOUl IN STALLATION FOF Jowl SEALANT.S - 4 SAND/GR MIX 4_ INSTALL FDOT APPROVED PRODUCT DOWSIL 890-SL SILICONE JOINT NOTE- TYPICAL SEALANT WIDTH SEALANT OR APPROVED EQUAL TO DEPTH RATIO SHALL Bf 2:1. 5. THE SURFACE OF SEALANT AT THE EDGE OF THE fXI STING YI�tI�'11� BUT DEPTH SHALL BE NO LESS CONCRETE ON EITHER SIDE OF THE JOINT SHALL BE BETWEEN ha THAN Yn AND NO MORE THAN 3§ 6 3AND Ye INCH RELow THE TOP OF CONCRETE SURFACE.SEALANT _ EXISTING BRIDGE THAT EXTENDS ABOVE THE SLAB SHALL BE CUT DOWN FLUSH WITH m o 4 5TRUCTURE TO REMAIN TOP OF SLAB. _> w 40 4 CUT OUT AND REMOVE- A L EXISTING BACKER ROD AND 6, SMOOTH TOOLED FINI5H TO BE APPLIED TO SEALANT. < F 4 CLOSED CELL BACKER SEALANT OR PREMOLDED ROD TO BE RE VED a Q NOTE:AT BRIDGE EXPANSION 01AXISFILLE'R IN'IN— AND DELTACEDMO o JOINTS.TERMINATE ALUMINUM BRIDGE STRD CTURE PLATE AT BOTH SIDES OF THE JOINT FOR A 1-GAP TOTAL,FILL GAP WITH SEALANT. -_ 1 EXPANSION JOINT SECTION 2 EXPANSION JOINTS REPLACEMENT DETAIL E 5-3D2 SCALE'.NTS 5-302 SCALE'.NTS o - EY ''^^ VJ J_ Q _ W O Q - a w w Qo O oz wo m F- Q � LLI wLL � O9LL 0 w � aw CD GALL a8 H0URs 0 BEFORE VOU DIG ui J IT'S THE LAWI a L— _�o DIAL 811 ._Ca.rzbelow. bebelo aeig. SHEET NUMBER S-302 u�ik'0 EXISTING BENT CAP 3 (4)3/4"0 X 6'EMBEDMENT BEYOND TO REMAIN AND 316SS THREADED ROD BE PROTECTED.PILE NOT 5303 EMBEDDED INTO HILTI HIT RE SHOWN FOR CLARITY 500 2-PART EPDXY w E CONCRETE PILE CAPREPAIR DAMAGED CONCRETEFM . - T ANY,PER"I/7URU PRIOR TO INSTALLING 5-3 EXOISi1NG NEINF. BOLTS AND PIT A CTED EXISTING ECT SPANDREL _ E EXISTING SPANDREL TO TO REMAIN&BE REMAIN NO BE PROTE n (T PED /4 TS 11 SHRINK WRAPPED THREADED OWIRH 1 DIA MAX SLEEVE 4 TOTAL Z'tl — , • ( ) EXI IF TEMPORARY 1AFT PIT TO BE REMOVED AFTER j$L CLOSURE TOLD S CDRED EXISTING DIAGONAL AND 1 NREINFAG(W iHIN9 EXISING BENT CAP CONCRETE REMAIN REBAR TO i z s� EXISTIN £ REINFORCING CLOSPE P O \ - PERMANENT'I 2 O OF REINFORC OUR)T AND PILE TO CLOSURE POUR / (OMITS SHOWN)TO REMAIN AND BE REMAIN AND STEEL SUPPORT REMAIN AND BE CLEANED OF CONCRE E BE PROTECTED PLATE PER DETAIL T - CLEANED OF REMNANT I' LAP XTER OR VERY BARS 6/5-303 i CONCRETE WITH EEXI5TING VERY.BARS < 30'LAP MIN.12 TOTAL MIN.) NOTE: �IA COUPLER BARS/BAR \ 4'J FLOCKS NN07 VSHOWN `SEE DETAIL 51/ L I TOTAL OF(2) 4/5-303 - INSTALL DAYTON BARLOCK 250 CH HORIZ.BRACE EHANSIDEED T FACIT ETOF L REBAR COUPLER ON EACH SYSTEMS PER - CLOSURE POUR o PROPOSED INTERIOR VERY.BAR TO DETAIL 8/5-303 OAM SECTION OF REMOVED PAN Z AND REPLACED WITH ENEW EXISTING INTERIOR BAR,STAGGER �^ PRECAST CONCRETE SECTION GOPLERS VERTICALLY(2 TOTAL) REB PROPOSED BE L_E GEND - ACHEVE SPECIFE NOTE SYMBOL PRoaosEO PRECAST MIN.�LAP LENGTHDES (4)pe VERY EQUALLY - CONCRETE MEMBER `� T SPACED )TEMPORARY CONDITION S SPANDREL CONCRETE EXISTING SPANDREL - - TO BE REMOVED USING 1"T MAX qB HORZ O 8'O.C.MAX - o CHIPPING HAMMER.PLEAD TO REMAIN SHOWN- - INTACT AND BE CLEANED OF CONCRETE. _ EMBED PLATE, CO NE TED O SEE DETAIL T/5-303 _ LL L LOCATION TO (4)N#6CLONG,REINF. A FOR FINAL CONDITION,TYP SPACED EVENLY <m CNON OF SPANDREL TO BE REMOVED 6 CIA MAX PVC OR VINYL SLEEVE (CONCRETE AND DEBAR) BE saoa s-3o3 q6 HORIz REINF. 4 PROPOSED SPANDREL CONNECTION DETAIL _CZ- ®8"O.C' S-303 SCALE.NTS 22 oSPE POP L oPA1R_ m 3/4"CHAMFER TYP. ? x V MATCH ADJACENT PAN RAHQIE�` v F e� I. RELO WERIFY ALL DIMENSONS PRIOR TO FABRICATION AND CONSTRUCTION. ]. ALL CONCRETE SAWCUTTING WORK(IF USED)STALL U11I METHODS THAT TE ELIMINATE CONCRE DUST BYPRODUCT.AL CEMENTI110US WASTE SHALL BE U) AE ]. CONCRETE WORKCSHALL COMPLY WIMONTAINED AND LME REQUIREMENTS OF MOLEBE DISPOSED OF OFF-SIM,STA, J 1 EXISTING SPANDREL DETAIL 2 PROPOSED SPANDREL REPAIR DETAIL 3 PROPOSED SPANDREL REPAIR SECTION REGULATIONSFLORIDA- OARTCLE01.-IN GENERAL MSEC.*I}-3.-BUILDINGS AND OF DUST Q SJ03 SCALE:NTS 5303 SCALE:ITS 5-303 SCALE.NTS AND BLO"NG. L �� 4. SPANDREL ADJACENT TO THE DAMAGED SPANDREL TO REMAIN,INCLUDING r EMBED S1U05,EMBED PLATE.AND]'%8"PC NELDED TO WEED PL, W CO J 10 5. CHANNEL AND ALL OTHER REMOVAHLE(BOLTED)HARDWARE IN THE BRACE BOLT SPACING- 3" 6" 6' 5-304 SYSTEM ON ME UN-DAMAGED SPANDREL SECTON SHALL BE REPLACED. 0 O 6. CONTRACTOR TO BROMIDE TEMPORARY SUPPORTS AS NECESSARY FOR INSTALLATION OF NEW SPANDREL SECTION. T C') Q 1111 STANDARD HOLE SIZE Sip BOLT HOLE P EXTERIOR FACE OF CHANE 3BOTH ^ - SPANDREL EXISTING PILE CNANNEL BOTH L.L REMAIN AN i/+ BE PROTECTED Sui (2)IDES5/H'O OF ILE 1"CIA MAX 2 3"I6SS BOLTS EN)R LA6ES PER CHANNEL PVC OR NNVL < SLEEVE TERMINATE THRU CENTERED IN - 3/4"0 31655 CHANNEL W Q o SS Yz'. STIFF E P SPECIFIED THREADED ROD SO _______�L Z OPLATE GROUTF COVER ECI FENDER SLASHERS p 31fiSS y"PLATE. SIDE OF CHANNEL __ w 04 �8 m ___ o a P v AND NUT EACH -- O Y CR ODT TO BE FLDSH WITH 3' - ADJACENT CONCRETE. c�yy GROUT FILL INSERT CLEAN EXCESS MATERIAL V 6' LvL� TO RETURN SURFACE TO co HOLE W MATCH EXISTING EMBEDDED SPANDREL Q W E 22' 2 51KAOUICK VOH OR EATTACHMENT PLATE. LNL APPROVED EQUAL SEE 5-304 FORLL TVA. TVA. DETAILS Q as O EO. IEo. Lu Of D.Lu�� T AE SIT O As NEEDeOCD �� �� ouwNc�msruinnonRiAL cALLaa HOURS • W Q a Tv�.. y� .. _ AND IN FINAL CONDITION BEFORE you DIc P. FPONT PROFILE W J_ IT'STHE LAWI below. o 6 TEMPORARY STEEL PLATE DETAIL 6 PERMANENT PLATE DETAIL 7 BOLT COUNT DETAIL 8 SPANDREL PANEL BRACING DETAIL DIAL 811 �"°"'cR�n�roaeels. 5-303 SCALE:NTS 5303 SCALE:ITS 5303 SCALE'.NTS SJ03 SCALE:NTS SHEET NUMBER S-303 = s-sG4 ea ExISnNc SDUARE PILE 3 xesx pTe 3p. - --------------------------- /5 (2) HEADED '11_ STUDS 3"X6"X3/S" 316SS PL W qnj _ 1 SPANDREL PANEL BRACING SECTION 2 EMBED PLATE DETAIL 3 EMBED PLATE SECTION 5-304 SCALE'.NITS 5304 SCALE:NTS 5301 SCALE:NTS NOTES: _ 1. REM VERIFY ALL DIMENSIONS PRIOR i0 FABRICATION AND CONSTRUCTION. o - Z. STONE VENEER ON PROPOSED SPANDREL TO MATCH COLOR,TEXTURE,AND SIZE OF EXISTING STONE VENEER ON OTHER SPANDRELS.CONTRACTOR TO SUBMIT - NEW VENEER PRODUCT SAMPLE TO THE MLLAGE FOR APPROVAL. 3. ALL MORTAR JOINTS IN STONE VENEER TO BE%'THICK.ROCK VENEER COLOR AND SHAPE TO BE APPROVED BY THE MI-1-AGE PRIOR TO CONSTRUCTION. L NEW DO f RE TIE SP ANO RELNEI m S 601 BETE SPANDREL O00 z o 3' 2 TALL CAPSTONE 2"TALL CAPSTONE PLACED ON SPANDREL PLACED ON SPANDREL /l)J Q 1/4"s 318SS THREADED ROD 1/4"m 316SS THREADED ROD W WITH 4'EMBED.INTO HILTI WITH 4"EMBED.INTO HILTI Q NIT-HV-2OF 13 EPDXY OR HIT-HY-200 V3 EPDXY OR O - APPROVED EQUAL APPROVED EQUAL N 316SS TRIANGULAR VENEER ANCHOR Q � LL 0 i W STONE VENEER AND MORTAR -" TO BE APPLIED TO THE NO C F LIC BOTTOM V-0'OF THE TO ON T WITN PROPOSED SPANDREL EMBED 51UD5 W x w ! G R b _ V Q z `mil O�m o ? B'X3"X1/4'31655 PLATE +---- S"X3'M1/4'31655 PLATE O w LL ANGLE W/LENGTH TO BE ANGLE W/LENGTH TO BE N FULL WIDTH OF PANEL FULL WIDTH OF PANEL INSTALL NEW STONE VENEER 1/2m4316SS ETH REARED 10D m r O w _ TO MATCH ORIGINAL.SEE WI H EMB D.IN O FILL DETAIL 5/5-304 A HITPROVED E U EPDXY OR 1/2'1 316SS THREADED ROD W 6/S-304 APPROVED EQUAL WITH 4"EMBED,INTO HILTI O a O HIT-HY-200 V3 EPDXY OR •(((-///-))) _- APPROVED EQUAL Lr 3 NOTE LOST FORS ONE ~ W /lS d w BE INCLUDED WMHCT6HALL CALL48HOURS W Q SPANDREL REPAIR ITEM 4 EXISTING SPANDRAL ARCH PANEL STONE VENEER 5 STONE VENEER DETAIL cosT 6 STONE VENEER SECTION BEFORE you DIG 0 J SJ04 SCALE:NTS L� J w 5-304 SCALE.ITS 5-304 SCALE.NTS IT'S THELAWI wgarz below. L DIAL 811 Ca'bnore you eig. SHEET NUMBER S-304 PROPOSED CMI V -_ AW-1500 CAP ORNVL CAVID RR APPROVED EQUAL PTO. AP 4 EXISTING GRADE TO BE _ 5-306 PROPOSED OR APP ROVEDE EOIAL PRE-DISIUR LANCERESTORED ELEVATION, VISTA L V P TO WTHIN \ VINYL SHEET PILE WALL I EXISTING VEGETATION DISTURBED — EXISTING RCP DRAINAGE PIPE TO WITN CAP DURING CONSTRUCTION SHALL (CUT VAN AS NEEDED) - REMAN AND BE PRD ECTED FROM BE RESTGRED —I I- DAMAGf DURING VAR INSTALLATION SEE 3/1-305 -III- ' APPROXIMATE I=III=III=III=1 = LOCATION OF MHWL _ i—III—III—III—III—I AS QE 7/11/2025 I=III=III=III=III=1 =11=1 ^ �I. ANOUT SO RE I I a I 1-1 1=1 I—III—III—III—I 1=1 1=1 1= s o REM N BACRHLL BE REMAIN VEGETA7ON TQ D rI= _ _ 1—III—III—III—III—III—III—III—III—III—I EXISTING RAP Q"L xE30"W x246 IT UNDISTAND URBED BE -11I—III- III—III—III—III—III—III—III—III—III—I AND E RE T CONTRACTOR TO I,_I I—III—III—III—III—III—III—III—III—III—I 2 PRE-EXISTING GRADES r saoe -- = =1 I—III—III—III—III—III—III—III—III—I 06 L z III—III—III—III—III—III—III—III—III—I I- FOR REPAIR ETAI NEW VINYL SHEET PILE WALL 1=III=III=III=III=III=III=III=III=III=� O m fa I D" EX�IT SE TOS L}0690SOoo I � III—III—III—III—III—III—III—III—III—III- a4" TH NEW VINYL CAP 1=III=11=111=1 11=1 11=III=III=1 11=1 11=1 REMPG CISx33A CHANNIF EL TO BE III—III—III—III—III—III—III—III—III—III- �. o REMO ATEDEPN"ACCDOROAN' WND I—III—III—III—III—III—III—III—III—III—I w ADE AT CAT I EXISTING CONCRETE - o DNNOTES SHEETS RETAINING WALL TO REMAIN 11 —III—III—III—III—III- �,nm= TT Wq. ICI—ICI—ICI—ICI—ICI—ICI—ICI—ICI—ICI—ICI- NOTE: CONTRACTOR TO LOCATE UTILITIES NOTB e WITHIN THE VICINITY OF THE PROPOSED NO JETTING SHALL BE ALLOWED WITHOUT CONCRETE CLOSURE PouR A AND SHALL MARK LOCATIONS AND WRITTEN PERMISSION FROM THE vlLLacE. 24"L x 18"W.60"H REPORT ANY CONFLICTS TO THE VILLAGE -65D�NAVo'ee - EAST END OF SSP IMMEDIATELY. VeP TIP - ES (INSTALL VINYL SHEET WITHIN s OF ASP KNUCKLE) o - 1 BANK STABILIZATION REPAIR PLAN 2 PROPOSED SHEET PILE SECTION 5a05 SCALE.NTS NORTHEAST QUADRANT NORTH 5-305 SCALE.HIS P PC _ CONCRETE CLOSURE POUR To OVERLAP RCP MN 12 CONCRETE CLOSURE POUR TO J �ENCAPIULATE VSP MIN,12" PROPOSED VINYL PROPO SD V EINYL o NEW CONCRETE AP SHEET PILE WALL o CLOSURE POUR (o CHANNEL Y Q If E D42+/NAVD HB(11 F) O Qn `/ - - TRIMMING OF NANGROYES SHALL BE LL PERFORNEO BY A LICENSED ARBORIST AS - NEEDED.CONTRACTOR TO SUBNIT-MING wN PLAN PND RECORD TO THE VILLAGE. EXISTING 4'm RCP --1 Oo'NAND 98 ui _ PIPE TO REMAII. PPPROX.MUDA BE LOCARgJ OF NEW VINYL SHEET PROTECTED - PILE WALL _ 001'NAVD H8 -MHW W Q o °' E%IS11NC FlLTER FABRIC TO BE o Z w4 RQe0VE0 DO EXISTING RIPRAP'W�IN N S& 1HE PA1H OF THE PROPOSED VSP TO L.L O BE MOVED TO FA GRATE THE VSP M L K cy INSTALL 1NEN RE-INSTALLED IN -192'NAVD 88 W I..L W - 'FRONT OF THE VSP. _ --� W U, 040����O�g cp O a o EXISTING CHANNEL w w TO BE VAR TO BE 'gT RE MOXE➢AND REPLACED IN KING NEW GROUT SOCK BETWEEN VSP INSTALLED/CUT V AND RCP,BURIED iS MIN AND WITHIN B'OF RCP CALL 48 YOU RS W Q a EMBEDDED INTO CLOSURE POUR BEFORE YOU DIG LNL 3 NORTHEAST BANK EXISTING CONDITION 4 PROPOSED SHEET PILE RCP TIE SECTION W J 5-305 SCALE.NTS (CONDITION SHOWN IS AS OF DATE ON PHOTO) IT'S THE LAVVI Xe Saos SCALE:NTS Harz below. DIAL 811 Ca'bnore youeig. SHEET NUMBER S-305 NOTES: I. FIELD�IFY ALL DIMENSIONS PRIOR TO FABRICATION AND C ONSTRUCTION. : 2. SHEET PILE CLEANING WORK SHALL USE METHODS THAT NOTES: EUMINAM CHWICAL OR STEEL BYPRODUCTS FROM GETTING INTO THE LOXAHATCHEE RISER.ALL WASTE SHALL BE TIDE DENATIONS ARE BASED ON NOAA STATION y8]2]488 CAPTURED AND CONTAINED AND SHALL BE DISPOSED OF TEOUESTA,N.FORK,LOXAHATCHEE R.(NAW88) QFF-gam' NEW C15x33.9 LAND SIDE CHANNEL RIMALL EL 650+F NAVO EB(V.I F) EXISTING STEEL SHEET PILE WALL TO BE-- CLEAN AND RE-COATED GENE Nn - TH THE SPECIFICATIONS ON GENERAL ETS WATER SIDE NOTEs CLEAN AND COAT TO BE ON FULL OUTER O SURFACE OF STEEL SHEET PILES CLEANNAND REL COATEDPI NE ACCORDANCE o WITH THE SPECIFICATIONS ON GENERAL NOTES SHEETS _ AT EACH ASK SHEET THE CONTRACTOR TD EXTE C.ATNA TOP SHE ,TO _- 2 _ MUDLINf OR MEANS LOW WATER LENf WHICHEVER HE COMES FIRST FOR EACH GIVEN SHEET) //EE�� i 5306 W CONTRACTOR TO FIELD VERIFY COATING LIMIT — _ EXISTING SHEET PILE WALL REPAIR SECTION ELEVATIONS AND SHALL INCLUDE IN THE AS-BUILT DRAWINGS — - Sa06 SCALE:NTS o� FL Ill N-D 3310111 MUHUFNE _ III III III III o r EL-192 NAVD 88(V.I F4-- III IIII _ CHANNEL PILE CAP SSP PERFORATION REPAIR EXISTING E WA SHEET PILE WALL SEE NOTE 1 XF �. I I I I II II I w (O = p REPAIR NOTES FOR PERFORA IDNS IN STEEL SHEETPILE. - PERFORATIONS REPAIRS OF STEEL SHEET PILE MUST BE PERFORMED PRIOR O TO ALL RE-COATING APPLICATIONS. i ❑° 1-REMOVE EXISTING MARINE GROWTH AT LEAST 3 BEYOND PERFORATION��M a _ I 2-CLEAN SURFACE OF STEEL WITHIN REPAIR AREA TO BARE METAL w o 4. III EOU AL. 3-APPLYPE A-HB SPLASH ZONE REPAIR COMPOUND OR APPROVED N _- 3.1 A-SIMPSON FX-764 APPROVED AS ALTERNATE COMPOUND. W LL Q 3 S.2A-COMPOUND TO EXTEND 1'BEYOND PERFORATION EDGE p -- 1 EXISTING SHEET PILE WALL REPAIR SECTIONIF MATERIAL IS DISPERSED By HYDROSTATIC PRESSURE DURING Z a 5-3D8 SCALE:NTS NsrALEAno USE 5E SERIES BELOW N O -- 3.1B-INSTALL REPAIR COMPOUND AND EXTEND MATERIAL 2"BEYOND LL rY PERFORATION EDGES. V co O w 32B-COAT REPAIR MORTAR AND AREA THAT HAS BEEN CLEANED IN Q W PCODRIDANCE T T PILE COATING SPECIFICATION. LNL 3 STEEL SHEET PILE WALL PERFORATION REPAIR(CONTINGENCY) 33E-INSTALL 1/4"THICK RECTANGULAR TER PLATE THAT COVERS THE O a O E.'OD SCALE'.NTS PERFORATION A MINIMUM OF 2 INCHES ON ALL SIDES WITH(4)Y, 55 SELF DRILLING TEK SCREWS w ''^^ d L'L^I VJ V CALL HOURS ui Q w BEFOREE D YOU IG w J_ IT'S THE EAVVI arz below. DI AL 811 � Cabnore pu eig. SHEET NUMBER S-306 Exhibit B TEQUESTA DRIVE BRIDGE RESTORATION PROJECT ITB#PW11-1-2025-DC 2 MOLLY YOUNG MAYOR RICK SARTORY VICE-MAYOR JAYSON E.FRENCH COUNCIL MEMBER LAURIE BRANDON COUNCIL MEMBER PATRICK PAINTER COUNCIL MEMBER JEREMY ALLEN VILLAGE MANAGER DOUG CHAMBERS PW DIRECTOR TABLE OF CONTENTS Invitationto Bid........................................................................................................................................3 Instructionsto Bidders.............................................................................................................................6 Bid Forms...................................................................................................Error!Bookmark not defined. BidProposal........................................................................................................................................30 BidSchedule of Values.......................................................................................................................33 List of Subcontractors/Suppliers........................................................................................................35 Qualification Requirements...............................................................................................................36 Contractor Safety Qualifications/Requirements...............................................................................44 Contractor Safety Qualification Form................................................................................................46 E-Verify Affidavit................................................................................................................................49 Drug Free Workplace Certificate........................................................................................................50 Village Clerk's ADA Compliance Statement Form.............................................................................51 Sworn Statement On Public Entity Crimes........................................................................................52 TrenchSafety......................................................................................................................................54 BidBond..............................................................................................................................................55 Bidders Statement Of Disputes,Litigation,Arbitration And Surety Completion For Last Three(3) Years...................................................................................................................................................57 Documents to be Executed by Village...................................................................................................58 Noticeof Intent to Award..................................................................................................................59 Noticeof Award..................................................................................................................................60 PaymentBond....................................................................................................................................61 PerformanceBond..............................................................................................................................65 Opinionof Village Attorney...............................................................................................................69 Sample Notice to Proceed(NTP)........................................................................................................70 Sample Work Change Directive.........................................................................................................71 SampleChange Order.........................................................................................................................74 Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 2 Village of Tequesta,FL Invitation to Bid No.ITB-PW 11-1-2025-DC 2 Tequesta Drive Bridge Restoration Construction Protect Sealed bids will only be accepted via DemandStar for the Tequesta Drive Bridge Restoration Construction Project until 2:OOpm,local time,February 4,2026,at which time all bids received will be publicly opened virtually on DemandStar and read.Bids received after the time and date specified will not be considered. The project scope This project consists of restoration of the Tequesta Drive bridge. The Scope of Work below gives a summary of the work to be performed.The Contractor shall refer to the drawings and specifications for additional requirements and details not stated herein. • Provide submittals as required on drawing specifications. • Obtain permit documents and issue bridge notice. • Perform mobilization/demobilization. • Set up staging areas,including:fencing and vegetation protection barriers. • Provide Maintenance of Traffic in accordance with drawing specifications. • Install environmental signage,erosion control devices and turbidity barriers. • Perform water quality monitoring. • Perform video documentation of the existing steel sheet piles before and after coating activities. • Perform utility locates to ensure no utility conflicts. • Maintain a set of as-built drawings to be delivered to the Village upon completion of the Project. • Perform demolition activities and dispose of removed material in accordance with all applicable laws. • Within the limits of work-clean and coat exposed surfaces that have an existing coating on the following: retaining walls and wing walls, pile caps, slope protection, outside face of spandrel panels,all faces of railing curbs and vehicular barriers,and outer surface of steel sheet piles. • Remove existing sidewalk concrete header and re-cast at locations shown on plan. • Remove the existing damaged section of spandrel. Install new concrete spandrel section and bracing hardware and cast concrete closure pour. • Remove veneer on spandrel section adjacent to the replaced spandrel section and replace with new veneer. • Install veneer onto new spandrel section. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 3 • Patch steel sheet pile perforations as necessary using chemical compound and/or FRP patch. • At longitudinal bridge joints-temporarily remove pavers,replace expansion joint and install new aluminum plate along entire length and re-install pavers to a level surface. • Install new vinyl sheet pile wall with grout socks and closure pours between east edge of existing SSP wall and existing RCP at northeast quadrant. • Remove vegetation from concrete slope protection weep drains and replace mesh. • Repair spalled pile cap on corner edge of southeast wing wall. • Remove cracked cladding from rail curb in southeast quadrant. • Restore vegetation/sod that has been disturbed in the staging areas. Bidding documents may be viewed and downloaded online at www.demandstar.com or on the Village of Tequesta's website at www.teguesta.org/276/BidsRPFsQuotes. A pre-bid meeting will be held on Friday,January 9,2026,at 10:00 am local time at the Village of Tequesta Council Chambers,located at 345 Tequesta Dr.,Tequesta,FL 33469.Attendance at the pre-bid meeting is not required for bid qualification;however,bidders are encouraged to attend. Bid security shall be furnished in accordance with the"Instructions to Bidders"section of the bid documents. Any questions regarding the specifications and solicitation process must be submitted in writing to Jeff Snyder,Director,Finance Department at jsnyder@teguesta.org copying Doug Chambers,Public Works Director,at dchambers@tequesta.org.The Village will contact the design engineer for technical questions if applicable.Questions and requests for clarification and additional information must be received before the deadline for submission of questions on Friday,January 23,2026,at 3:OOpm local time. Pursuant to Section 2-355 of Palm Beach County Ordinance No.2011-039,and the purchasing policies of the Village of Tequesta,all solicitations,once advertised,are under the"Cone of Silence"until the appropriate authority has approved an award recommendation,rejected all responses or some other action by the Village to end the selection process.This limits and requires documentation of communication between potential bidders and/or bidders on Village solicitations,the Village's professional staff,and the Village Council members. Owner:Village of Tequesta By:Doug Chambers Title:Director,Public Works Department Publication:DemandStar and Village of Tequesta website Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 4 Invitation to Bid(ITB)Schedule Milestone/Event Date Notes/Description ITB Advertised/Posted on Dema nd5tar Friday,December 19,2025 Official release date of the solicitation—10:00 AM Pre-Bid Conference(Non-Mandatory) Friday,January 9,2026 Village Hall Council Chambers—10:00 AM Deadline for Questions/Clarifications Friday,January 23,2026 3:00 PM Final Addendum Issued Friday,January 30,2026 3:00 PM Bids Due/Bid Opening(via Demand5tar) Wednesday,February 4,2026 Village Hall Council Chambers—2:00 PM Selection Committee Review and Ranking Wednesday,February 11,2026 Village Hall Conference Room—1:00 PM ++END OF ADVERTISEMENT FOR BIDS++ Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 5 Instructions to Bidders 1. DEFINEDTERMS 1.1. Terms used in this document and the bid with initial capital letters have the meaning stated in these Instructions to Bidders,the General Conditions,and the Supplementary Conditions. 1.2. Terms used in these Instructions to Bidders, which are defined in the Standard General Conditions of the Construction Contract, EJCDC C-700 (2018 Edition), have the meanings assigned to them in the General Conditions.The term "Successful Bidder" means the lowest, qualified, responsive, responsible Bidder to whom Owner (based on Owner's evaluation as hereinafter provided)makes an award. 2. COPIES OF BIDDING DOCUMENT 2.1. Complete sets of the Bidding Documents may be obtained from www.demandstar.com as stated in the Invitation. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 3. QUALIFICATIONS OF BIDDERS 3.1. To demonstrate qualifications to perform the Work,each Bidder must submit with his/her Bid written evidence of previous experience, references, licensing requirements, evidence of authority to conduct business in the jurisdiction where the project is located, and insurance requirements. Each Bid must contain evidence of the Bidder's qualifications by completion of the Qualification Requirements form in the Front-End Documents and Bid Proposal using projects completed bythe Bidderthat included work meeting the specific description stated on that form as well as evidence of Bidder's qualification to do business in the state where the project is located.Bidders who fail to meet the requirements of the Bidding Documents will not be considered for award,at Owner's sole discretion. 3.2. No Bid will be accepted from,nor will any contract be awarded to any person who is in arrears to the Owner, upon any debt or contract,or who is a defaulter,as surety or otherwise, upon any obligation to Owner, or any other governmental agency or entity, or who is deemed irresponsible or unreliable by the Owner. 3.3. No Bid will be accepted from, nor will any contract be awarded to any individual, firm, partnership,corporation,or association who is currently in litigation with the Owner,or who is providing testimony in current litigation against the Owner,or who has a financial interest in any litigation against the Owner. 3.4. Submit proof, along with Bid, of successfully completed comparable projects meeting the following criteria: 3.4.1. List three (3) references/projects demonstrating experience, ability, and expertise in managing projects of similar size: 3.4.1.1. For each project,provide Owner's Name and Contact Information. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 6 3.5. Bidders are required to complete and submit with their Bid,the Qualification Requirements forms included in the Front-End Bid Documents.Owner will evaluate Bidders'experience and conduct reference checks as part of the bid evaluation process. Bidder must show that Bidder has sufficient manpower and equipmentto completethe Work,that previous experience meets the bid requirements,that past projects have been completed within budget and on schedule, that past projects have been managed professionally, and construction quality and field supervision are professional and of best industry practice.Owner shall have sole opinion as to whether Bidder's requisite experience is deemed acceptable. 3.6. Any Bidder who does not meet the qualification requirements of the Bid will not be considered for award. 3.7. Owner reserves the right to request additional experience, reference information, financial information and any other information necessary to perform a comprehensive evaluation of the Contractor and his/her major subcontractors. 3.8. Biddershall perform a minimum of 60%of the work contemplated bythis Contract with Bidder's own forces. 3.9. Bidder shall provide qualified full-time supervision on site at all times during the performance of Work under this contract. 4. EXAMINATION OF BID/CONTRACT DOCUMENTS AND SITE 4.1. Before submitting a Bid,each Bidder must(a)examine the Contract Documents thoroughly,(b) visit the site to observe local conditions that may in any manner affect cost, progress or performance of the Work, (c) be knowledgeable of federal,state and local laws,ordinances, rules and regulations that may in any manner affect cost,progress or performance of the Work; and(d)study and carefully correlate Bidder's observations with the Bid/Contract Documents. 4.2. Site is accessible to Bidder(s)by appointment to conduct such investigations and tests as each Bidder deems necessary to submit a Bid.Bidder must notify the Village to schedule a date and time for any such investigations and/or tests. Appointments for site visits shall be scheduled with Doug Chambers at dchambers@tequesta.org.A pre-bid meeting,including a site visit,is scheduled as documented in the Invitation to Bid. 4.3. The lands upon which the Work is to be performed,rights of way for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Supplementary Conditions,General Requirements,Technical Specifications,or Drawings. 4.4. The submission of a Bid will constitute an incontrovertible representation by the Bidder that he has complied with every requirement of this Article 4 and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the Work. S. DETERMINATION OF ESTIMATED QUANTITIES 5.1. Lump Sum Contracts:The Bidder is responsible for the determination of the quantities for those items constructed within the authorized plan limits or dimensions. The Owner does not assume Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 7 any responsibility for any incidental information in Bid documents that may be construed as a quantity of work and/or materials. 5.2. Contracts other than Lump Sum: For those items constructed within authorized plan limits or dimensions,use the quantities shown in the plans and in the Bid Forms as the basis of the Bid. The Owner will also use these quantities for final payment,as limited by the provisions for the field conditions,use and measurement.The quantities shown in the plans and on the proposal form are approximate and provide only a basis for calculating the bid upon which the Owner will award the Contract. Where items are listed for payment as lump sum units,the Bidder is solely responsible for his own estimates of such quantities and of the work to be performed. 5.3. The Owner reserves the right to make,at any time prior to or during the progress of the work, such increases, decreases, or alterations to the estimated quantities of work to be done or materials to be furnished which materially increases or decreases the cost or time of performance. Such increases,decreases,or alterations shall not constitute a breach of contract, shall not invalidate the contract, nor release the Surety from any liability arising out of this Contract or the Surety bond. The bidder agrees to perform the work,as altered,the same as if it had been a part of the original Contract. 6. INTERPRETATIONS 6.1. All questions about the meaning or intent of the Contract Documents shall be submitted to The Village of Tequesta, Public Works Department, Attn: Doug Chambers in writing by email dchambers@teguesta.org cc'ing Jeff Snyder, Director, Finance Department at jsnyder@tequesta.org. 6.2. Replies anticipated by Owner that will affect the scope of work,duration of work,or cost of the work or are needed to provide clarification to the bid documents will be issued by Addenda and delivered to all parties recorded by www.DemandStar.com as having received the Bidding Documents. 6.3. Questions received less than seven days prior to the date for opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 7. BID SECURITY 7.1. Bid Security shall be made payable to Owner,in an amount of five percent(5%)of the Bidder's total Bid price and in the form of a certified or bank check or a Bid Bond issued by a Surety meeting the requirements of Paragraph 6 of the General Conditions. 7.2. The Bid Security of the Successful Bidder must be retained until such Bidder has executed the Agreement and furnished the required Contract Security;if the successful Bidder fails to execute and deliver the Agreement and furnish the required Contract Security within 15 days of the Notice of Intent to Award,Owner may annul the Notice of Intent to Award and the Bid Security of that Bidder will be forfeited. The Bid Security of any Bidder who Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the earlier of the seventh day after the "effective date of the contract" (which term is defined in the General Conditions)by Owner to Contractor and the required Contract Security is furnished or the one hundred and twenty first day after the Bid opening. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 8 8. COMPLETION REQUIREMENTS&TIME 8.1. Substantial Completion 8.1.1."Substantial Completion"is defined as the stage in the progress of the work when: 8.1.1.1. The Work is not less than ninety-five percent (95%) complete, based on the approved Schedule of Values. 8.1.1.2. The Work is fully operational, safe, and able to be used by the Village for its intended purpose. 8.1.1.3. All major systems,structures,utilities,surfaces,and required components have been installed and made functional. 8.1.1.4. Only minor,non-critical items remain unfinished,all of which can be completed without delaying or interfering with the Village's beneficial use of the Project. 8.1.2.Substantial Completion Deliverables 8.1.2.1. At the time the Contractor requests Substantial Completion,the Contractor shall provide: 8.1.2.1.1. A written request for Substantial Completion inspection. 8.1.2.1.2. A draft punch list of all remaining items, including estimated cost and time to complete. 8.1.2.1.3. Certification that all required testing,certifications,and inspections have been successfully completed or are scheduled. 8.1.2.1.4. Preliminary as-built drawings, O&M manuals (where applicable), and equipment startup documentation. 8.1.2.1.5. All required safety features,signage, protection, and traffic/pedestrian controls. 8.1.3. Punch List Threshold 8.1.3.1. Punch list work at Substantial Completion shall: 8.1.3.1.1. Represent no more than five percent(5%)of the Contract value. 8.1.3.1.2. Be strictly minor,non-critical items. 8.1.3.1.3. Be capable of full completion within ten(10)working days following the issuance of the Certificate of Substantial Completion. 8.1.3.2. Time Required for Substantial Completion 8.1.3.2.1. The contractor shall achieve Substantial Completion within ninety(90) working days from the date of the Village's Notice to Proceed(NTP). 8.1.3.2.2. Time is of the essence. Failure to meet this requirement may result in assessment of liquidated damages as provided in the Contract Documents. 8.2. Time Requirement for Substantial Completion 8.2.1.The contractor shall achieve Substantial Completion within ninety(90)working days from the date of the Village's Notice to Proceed(NTP). 8.2.2.Time is of the essence. Failure to meet this requirement may result in assessment of liquidated damages as provided in the Contract documents. 8.3. Final Completion 8.3.1."Final Completion"is defined as the point at which: 8.3.1.1. The Work is one hundred percent(100%)complete. 8.3.1.2. All punch list items have been fully corrected to the satisfaction of the Village. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 9 8.3.1.3. The site is fully cleaned,restored,and demobilized. 8.3.1.4. All close-out documents have been submitted and approved, including but not limited to: 8.3.1.4.1. Final as-built. 8.3.1.4.2. Warranties and guarantees. 8.3.1.4.3. O&M manuals. 8.3.1.4.4. Test reports and certifications. 8.3.1.4.5. Release of liens and contractor/subcontractor affidavits. 8.3.1.4.6. Final pay application and supporting documentation. 8.3.1.5. A Village Final Inspection confirms that no further corrective work is required. 8.4. Time Requirement for Final Completion 8.4.1.The Contractor shall achieve Final Completion within one hundred (115)working days from the date of the Notice to Proceed. 8.4.2."Working Day" shall mean any day, exclusive of Saturdays, Sundays, and Village- recognized holidays,during which the Contractor is capable of performing at least six(6) hours of work on the critical path of the Project. 8.5. Time is of the Essence 8.5.1.Time is of the essence for all phases of the Work.Failure to achieve Substantial Completion or Final Completion within the timeframes specified herein may result in the assessment of liquidated damages as provided in the Contract Documents. 9. LIQUIDATED DAMAGES 9.1. The Village and selected Bidder recognize that the timeframe for completing all work under this contemplated contract is critical and time sensitive.The Village will suffer financial loss if the selected Bidder fails to timely complete all work.In such event,the total amount of the Village's damages, will be difficult, if not impossible, to ascertain and quantify. Should the selected Bidder fail to complete the work within the timeframe established in the ensuing contract,the Village shall be entitled to and assess liquidated damages in the amount specified in the contract and deemed acceptable by the Village for specific work by specific amount as defined in the contract documents but not as penalty, for each calendar day thereafter until all work is complete.The selected Bidder expressly waives and relinquishes any rights which it may have to seek to characterize the above noticed liquidated damages as a penalty,which the parties agree represents a fair and reasonable estimate of the Village's actual damages at the time of contracting if the selected Bidder fails to complete the work within the required time period. 9.2. Should the contractor fail to achieve Substantial Completion within the Contract Time specified and as adjusted by any approved Change Orders the contractor shall be required to pay the Village liquidated damages in the amount of ($1,000.00) per day. If the Contractor fails to achieve Final Completion within the time specified following Substantial Completion(typically 30 days if not otherwise specified within contract document)the Contractor shall pay the Village liquidated damages in the amount of($500.00)per day. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 10 9.3. For the Bridge restoration project,the liquidated damages amounts are based upon anticipated additional costs to the Village,including but not limited to: A. Extended administrative burden on Village staff. B. Additional Engineering and inspection services. C. Impacts to traffic and public safety. D. Delayed reopening of critical public infrastructure. E. Reduced operational efficiency and increased public inconvenience. 10. SUBSTITUTE MATERIAL AND EQUIPMENT 10.1. The Contract, if awarded, will be on the basis of material and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or"or equal"items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or"or equal"item of material or equipment may be furnished or used by Contractor if acceptable to Owner,application for such acceptance will not be considered by Owner until after the "effective date of the Agreement". The procedure for submittal of any such application by Contractor and consideration by Owner is set forth in Article 7 of the General Conditions which may be supplemented in the General Requirements. 11. SUBCONTRACTORS,ETC. 11.1. If the Front End Documents or the Supplementary Conditions require the identity of certain Subcontractors and other persons and organizations to be submitted to Owner with the Bid or in advance of the Notice of Intent to Award or Notice of Award,the apparent Successful Bidder, and any other Bidder so requested,shall provide such evidence with the Bid,or shall submit to Owner upon request a list of all Subcontractors and other persons and organizations(including those who are to furnish the principal items of material and equipment) proposed for those portions of the Work as to which such identification is so required. Such list shall be accompanied by an experience statement with pertinent information as to similar projects and other evidence of qualification for each such Subcontractor, person, and organization if requested by Owner. If Owner after due investigation has reasonable objection to any proposed Subcontractor,other person,or organization Owner may before giving the Notice of Intent to Award or Notice of Award request the apparent Successful Bidder to submit an acceptable substitute without an increase in the Bid price. If the apparent Successful Bidder declines to make any such substitution,the contract shall not be awarded to such Bidder,but his declining to make any such substitution will not constitute grounds for sacrificing his Bid Security. Any Subcontractor,other person or organization so listed and to whom Owner does not make written objection prior to the giving of the Notice of Intent to Award or Notice of Award will be deemed acceptable to Owner. 11.2. In contracts where the Contract Price is on the basis of Cost of the Work Plus a Fee,the apparent Successful Bidder,prior to the Notice of Intent to Award or Notice of Award,shall identify in writing to Owner those portions of the Work that such Bidder proposes to subcontract and after the Notice of Intent to Award or Notice of Award may only subcontract other portions of the Work with Owner's written consent. 11.3. No Contractor shall be required to employ any Subcontractor, other person or organization against whom he has reasonable objection. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 11 11.4. Contractor must identify all major sub-contractors(performing more than 2%of the Work of the Contract)to be used for the work of this contract in the appropriate space provided on the Bid Forms and also provide experience as required in the Qualification Requirements of the Bid Proposal Section for each major subcontractor. 11.5. Qualifications of major subcontractors will be considered in Owner's evaluation of bids. If in Owner's sole opinion Owner determines that a subcontractor(s) is not qualified based on previous experience, reference checks, or other bid qualification requirements Owner may require Bidder to replace the subcontractor(s) with a subcontractor(s)who meets these bid requirements. Replacement of major subcontractors(performing more than 2%of the Work of the Contract)will occur before the Contract is awarded and will be at no additional cost to the Owner. 11.6. Major subcontractors required to be identified on the Bid Forms or approved replacement sub- contractors, before Contract award, shall perform the Work intended. Substitute sub- contractors shall not be considered after the Project is awarded except in dire circumstances and as agreed upon in writing by the Owner,and at no additional cost to Owner. 12. PRICES BID 12.1. Prices shall be shown in unit amounts, written numerical figures, and extensions (Values) whenever applicable. In the event of discrepancies existing between unit amounts and extension(Value)or totals,the written unit amounts shall govern. 12.2. Discrepancies in the multiplication of units of work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 12.3. Discounts extended to Owner shall include but not be limited to those discounts normally extended to governmental agencies as well as the private sector. 12.4. Chain discounts are not acceptable and will not be considered in determining an award. Firm prices are to be quoted for the term of the Contract. 12.5. Bidder warrants by virtue of bidding that prices,terms and conditions in the Bid will be firm for acceptance for a period of one hundred and twenty(120)calendar days from the date of Bid opening unless otherwise stated by the Owner. 12.6. The Bid price shall include all permit fees,royalties,license fees and other costs arising from the use of such design, device or materials in any way involved in the work and all costs of packaging,transporting and delivery to the designed location within the Owner. 12.7. For the purpose of evaluation,the Bidder must indicate any variance or exceptions to the stated specification no matter how slight. Deviations should be explained in detail. Absence of variations and/or corrections will be interpreted to mean that the Bidder meets all the specifications in every respect. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 12 12.8. Should Bidder feel that the cost for any portion of the work has not been established by the Bid Items or Section 01150 of the Technical Specifications, Bidder shall notify Owner prior to submitting a Bid. If such notice is not provided by Bidder to Owner at least five business days prior to the date Bids are due, Owner will expect that the submitted Bid includes all costs required to complete the Work in its entirety. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 13 13. BID FORMS 13.1. Bid Forms must be completed in ink or typed. The Unit Price and Extended Value of each Item on the form must be provided in numerals.Bidder must bid on all Bid Items,including all Base Bid and all Additive Alternate Bid Items,on the Bid forms(Bid Schedule of Values). All bid forms must be filled out in their entirety.Figures must be provided for all unit prices and values.Words must be provided where indicated.Incomplete bid forms will be considered non-responsive. 13.2. Bids by corporations must be executed in the corporate name by the president or a vice president(or other corporate officer accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the signature. 13.3. Bids by partnerships must be executed in the partnership name and signed by a partner,whose title must appear under the signature and the official address of the partnership must be shown below the signature. 13.4. All names must be typed or legibly printed below the signature. 13.5. The Bid shall contain an acknowledgment of receipt of all Addenda(the numbers of which shall be filled in on the Bid Forms). 13.6. The email address and US Postal address to which communications regarding the Bid are to be directed must be shown. 13.7. If the Bid forms contain alternate(s),Bidder must bid on all alternate(s). 14. SUBMISSION OF BIDS 14.1. Bids will be received by the Village of Tequesta via Demand5tar.All bid responses must be submitted electronically following the instructions on Demand5tar.Electronic responses are the only method allowed for Bidders to respond to this solicitation.Bids shall be submitted on or before the date and time specified. All bid responses must be submitted on the provided Invitation for Bid "Bid Proposal" Form. Bid responses on vendor letterhead/quotation forms shall not be accepted.Responses must be typewritten or written in ink and must be signed in ink by an agent of the company having authorityto bind the company or firm.FAILURE TO SIGN THE BID RESPONSE FORM AT THE INDICATED PLACES SHALL BE CAUSE FOR REJECTION OF THE BID.Time is of the essence and any bid received after the time specified will be rejected by the Village. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 14 14.2. Bid forms:The following documents are required to be included in bid responses and made a condition of this Bid: 1. ❑Bid Proposal 2. ❑Bid Schedule of Values 3. ❑List of Subcontractors and Suppliers 4. ❑Qualification Requirements and proof of previous experience 5. ❑Acknowledgement of Addenda 6. ❑Contractor Safety Qualification Form 7. ❑E-Verify Affidavit 8. ❑Drug-Free Workplace Certificate 9. ❑Village Clerk's ADA Compliance Statement Form 10. ❑Sworn Statement on Public Entity Crimes 11. ❑Trench Safety 12. ❑Bid Bond 15. OPENING OF BIDS 15.1. Bids will be opened publicly. 15.2. 15.2 When Bids are opened publicly,they will be read aloud,and an abstract of the amounts of the base Bids and major alternates (if any) will be posted on Demandstar.com and made available after the opening of Bids. 16. BIDS TO REMAIN OPEN 16.1. All Bid pricing and term-shall remain open for one hundred and twenty(120)calendar days after the day of the Bid opening, but Owner may, in his sole discretion,close any Bid prior to that date. 17. SELECTION COMMITTEE&EVALUATION METHOD 17.1 The Village of Tequesta shall establish a Selection Committee to review all bids received in response to this Invitation to Bid.The Committee's role is to verify responsiveness,responsibility, and compliance with all requirements of this solicitation and to recommend award to the lowest responsive, responsible bidder. The Selection Committee shall not assign weighted scores or subjective rankings. Instead,the Committee will determine for each bid whether it is Responsive, Responsible,and Technically Compliant with this solicitation as outlined below. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 15 17.2 EVALUATION CHART CRITERION DEFINITION/STANDARD EVALUATION RESULT METHOD Responsiveness Bid received by the Review of Responsive/Not stated deadline, submitted Responsive properly signed,and documents against includes all required required checklist. forms,bonds,and certifications. Responsibility Bidder demonstrates Staff verification Responsible/Not capability,financial and reference Responsible stability,valid licensing, checks. insurance,and satisfactory performance record. Technical Compliance Bid meets or exceeds all Department and Compliant/Not material requirements technical review. Compliant of the specifications, drawings,and scope of work. Price Lowest total bid Bid tabulation Ranked 1,2,3,etc. meeting all required prepared by conditions. department. Exceptions/Deviations Any clarifications, Reviewed for Acceptable/Not substitutions,or acceptability and Acceptable exceptions noted in the impact. bid. 17.3 Committee Recommendation.Following review the Committee shall: 1.Determine the apparent low bidder. 2.Confirm responsiveness,responsibility,and technical compliance. 3.Prepare a written recommendation for award summarizing findings and rationale. 4.Forward the recommendation to the Village Manager/Village Council. 18.AWARD OF CONTRACT 18.1. Owner reserves the right to reject any,and all Bids,to waive any,and all informalities and to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming,non-responsive or conditional Bids. Discrepancies between words and figures will be resolved in favor of words. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between the indicated value and the correct value as calculated by the product of the unit price and the estimated quantity will be resolved by using the stated unit price. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 16 18.2. In evaluating Bids,the Owner shall consider the qualifications of the Bidders and whether the Bids comply with the prescribed requirements, alternates, and unit processes of the Bid Documents. 18.3. Owner may consider the qualifications and experience of Subcontractors and other persons and organizations(including those who are to furnish the principal items of material or equipment) proposed for those portions of the Work as to which the identity of Subcontractors and other persons and organizations must be submitted as provided in the Supplementary Conditions and Bid Documents. Operating costs, maintenance considerations, performance data and guarantees of materials and equipment may also be considered by Owner. 18.4. Owner may conduct such investigations as he deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidders, proposed Subcontractors and other persons and organizations to do the Work in accordance with the Contract Documents to Owner's satisfaction within the prescribed time. 18.5. Owner reserves the right to reject the Bid of any Bidder who does not pass any such evaluation to Owner's satisfaction. 18.6. If the contract is to be awarded,it will be awarded to the lowest,responsive,responsible Bidder, based on the lowest Total Base Bid Price, or the lowest Total Base Bid Price including any combination of Alternate Bid Item(s)evaluated by the Owner to be in the best interest of the Owner.All Bid pricing shall be submitted on the Bid Proposal Form (Bid Schedule of Values) included in the Front-End Bid Documents.Owner may,at Owner's sole discretion,award the contract based on the lowest Total Base Bid Price with the option to add any combination or all of the Alternate Bid Items to the contract by Change Order during the course of the contract. 18.7. If the contract is to be awarded,Owner will give the Successful Bidder a Notice of Award and begin contract negotiations within one hundred and twenty(120)days after the day of the Bid opening. 18.8. More than one Bid received for the same workfrom an individual,firm,partnership,corporation or association underthe same or different names will not be considered.If,in the determination of the Owner,there are reasonable grounds for believing that any Bidder is interested in more than one Bid for the same work,or that any collusion exists among the Bidders,this will result in the rejection of the Bids of those Bidders who participated in those Bids. In either case,the Owner may deem those Bidders to be a non-responsible or non-qualified Bidder. 18.9. Bidder understands and agrees that the agreement provided herein is subject to change and the removal or addition of updated provisions. 18.10.It is the intention of the Village to award the resulting contract to the lowest responsive and responsible Bidder per section 17 of this ITB. The Village and successful Bidder will be contractually bound only if and when a written contract between the parties is executed by the Village,In the event a contract is not executed with the selected Bidder,the Village reserves the right to select the next lowest, responsive and responsible Bidder based on the bid tabulation and to contract with said Bidder. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 17 18.11.The Village is not obligated to accept the lowest bid and is not responsible for bid preparation costs.The Village reserves the right to reject any or all bids,to waive minor irregularities in any bids or in the bidding procedure,and to accept any bid presented which is deemed to be in the best interest of the Village. 19. INSURANCE AND BONDS 19.1. The contractor shall provide proof of workman's compensation insurance and liability insurance in the amounts specified herein and shall name the Village as an"additional insured"on the liability portion of the insurance policy. 19.2. The Contractor shall maintain,during the life of this Agreement,commercial general liability, including contractual liability insurance in the amount of $1,000,000 per occurrence ($2,000,000 aggregate) to protect the Contractor from claims for damages for bodily and personal injury, including wrongful death,as well as from claims of property damages which may arise from any operations under this Agreement, whether such operations be by the Contractor or by anyone directly employed by or contracting with the Contractor. The Contractor shall maintain,during the life of this Agreement,comprehensive automobile liability insurance in the minimum amount of$1,000,000 combined single limit for bodily injury and property damages liability to protect the Contractor from claims for damages for bodily and personal injury,including death,as well as from claims for property damage,which may arise from the ownership, use, or maintenance of owned and non-owned automobiles, including rented automobiles whether such operations be by the Contractor or by anyone directly or indirectly employed by the Contractor.The Contractor shall maintain, during the life of this Agreement, Workers' Compensation Insurance and Employer's Liability Insurance for all employees as required by Florida Statutes. 20. SIGNING OF AGREEMENT 20.1. When Owner gives a Notice of Award or a Notice of Intent to Award to the Successful Bidder,it will be accompanied by at least two unsigned counterparts of the Agreement and all other Contract Documents. Within fifteen days thereafter Contractor shall sign and deliver at least two counter parts of the Agreement to Owner with all other Contract Documents attached. Within sixty(60) days of Notice of Award, Owner will deliver all fully signed counterparts to Contractor. 21. PERMITS 21.1. Contractor is responsible to obtain all permits required by local,State,and Federal regulations as necessary to complete the Work of the Contract,unless otherwise noted.The Contractor is responsible to perform the Work in accordance with all permit conditions whether Contractor holds the permit or Owner/Village holds the permit. 21.2. Contractor is responsible to obtain Lockout Tagout permits, as may be required,to perform work. Permits are obtained from the Village of Tequesta Electrician. 21.3. Water for construction purposes can be made available to Contractor by Owner if requested and agreed upon.Contractor will be responsible to provide labor,materials,and equipment as may be necessary to convey the water as needed for contractor's use, including backflow Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 18 prevention as may be necessary.Contractor shall coordinate the location for water supply with Owner. 22. TAXES 22.1. The successful Bidder shall pay all applicable sales, consumer use and other similar taxes required by law. 23. CONTRACT DOCUMENTS 23.1. It is the intent of the Contract Documents to describe a functionally complete project(or portion thereof)to be constructed in accordance with the Contract Documents.Any work,materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for.When words which have a well-known technical or trade meaning are used to describe work, materials or equipment, such words shall be interpreted in accordance with that meaning. Reference to standard specifications,manuals or codes of any technical society,organization or association or to the laws or regulations of any governmental authority having jurisdiction over the Project, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, law or regulation in effect at the time the Work is performed, except as may be otherwise specifically stated herein. 23.2. The apparent silence of the specifications as to any detail,or the apparent omission from the Specifications of a detailed description concerning any point,shall be regarded as meaning that only the best commercial practice is to prevail and that only material and workmanship of the finest quality are to be used.All interpretations of the specifications shall be made,on the basis of this statement. 23.3. If before or during the performance of the Work Contractor discovers a conflict, error or discrepancy in the Contract Documents,Contractor immediately shall report same to Owner in writing, and before proceeding with the Work affected thereby shall obtain a written interpretation or clarification from the Owner. Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract Documents before commencing any portion of the Work. 23.4. Drawings are intended to show general arrangements,design and extent of Work and are not intended to serve as shop drawings.Specifications are separated into divisions for convenience of reference only and shall not be interpreted as establishing divisions for the Work,trades, subcontracts,or extent of any part of the Work.In the event of a discrepancy between or among the drawings, specifications or other Contract Document provisions, Contractor shall be required to comply with the provision which is the more restrictive or stringent requirement upon the Contractor, as determined by the Project Manager. Unless otherwise specifically mentioned, all anchors, bolts, screws, fittings, fillers, hardware, accessories, trim and other parts required in connection with any portion of the Work to make a complete,serviceable, finished and first quality installations shall be furnished and installed as part of the Work, whether or not called for by the Contract Documents. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 19 23.5. Plans and specifications will be provided free of charge to the successful bidder upon contract award.These plans and specifications will include one original executed contract,one set of full- size plans,one set of 11"x17"plans,and electronic copies as requested. Additional hard copies of plans and specifications may be provided with the cost charged to the successful bidder at the Village's cost to print and reproduce them.Owner will not provide anything but complete plan sets,no individual plan sheets or specification sheets will be made. 24. EQUAL OPPORTUNITY 24.1. The Village of Tequesta recognizes fair and open competition as a basic tenet of public procurement. Contractors doing business with the Owner are prohibited from discriminating, on the basis of race,color,creed,national origin,handicap,age or sex. 25. OCCUPATIONAL HEALTH&SAFETY 25.1. In compliance with Chapter 442,Florida Statutes,any toxic substance listed in Section 38F-41.03 of the Florida Administrative Code delivered,as a result of this Bid must be accompanied by a Material Safety Data Sheet("MSDS")which may be obtained from the manufacturer.The MSDS must include the following information: 25.1.1.The chemical name and the common name of the toxic substance. 25.1.2.The hazards or other risks in the use of the toxic substance including: a)The potential for fire,explosion,corrosively and reactivity; b)The known acute and chronic health effects of risk from exposure including the medical conditions which are generally recognized as being aggravated by exposure to the toxic substance;and c)The primary routes of entry and symptoms of over exposure. 25.1.3.The proper precautions, handling practices,necessary personal protection equipment and other safety precautions in the use of or exposure to the toxic substances, including appropriate emergency treatment in case of exposure. 25.1.4.The emergency procedure for spills,fire,disposal and first aid. 25.1.5.A description in lay terms of the known specific potential health risks posed by the toxic substance intended to alert any person reading this information. 25.1.6.The year and month, if available,that the information was compiled and the name, address, and emergency telephone number of the manufacturer responsible for preparing the information. 25.2. Bidders are required to complete and submit with their bids the Contractor Safety Qualifications Form included in the Front-End Documents. 25.3. Contractor of Award and sub-contractors will be required to perform the Work of the Contract in accordance with the Environmental Protection Agency Risk Management Program (40 CRF 68.87)and the Occupational Safety and Health Administration's Process Safety Management Program(29 CRF 1910.119(h)). 26.AUDIT RIGHTS Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 20 26.1. The Owner reserves the right to audit the records of the successful Bidder for the commodities and/or services provided under the Contract at any time during the performance and term of the Contract and for a period of five(5)years after completion and acceptance by the Owner. If required by the Owner,the successful Bidder agrees to submit to an audit by an independent certified public accountant selected by the Owner.The successful Bidder shall allow the Owner to inspect,examine and review the records of the successful Bidder in relation to this Contract at any,and all times during normal business hours during the term of the Contract. 26.2. The Inspector General of Palm Beach County has the authority to investigate and audit matters relating to the negotiation and performance of this Contract and in furtherance thereof may demand and obtain records and testimony from the Contractor and its subcontractors and lower tier subcontractors. The Contractor understands and agrees that in addition to other remedies and consequences provided by law,the failure of the Contractor or its subcontractors or lower tier subcontractors to fully cooperate with the Office of Inspector General of Palm Beach County when requested may be deemed by the municipality to be a material breach of this contract justifying its termination. The Office of Inspector General in Palm Beach County is established by Palm Beach County Code,Section 2-421-2-440. Failure to cooperate with the Inspector General or interfering with or impeding any investigation shall be in violation of Palm Beach County Code,Section 2-421—2-440,and be punished pursuant to Section 125.69,Florida Statutes,in the same manner as a second-degree misdemeanor. 27. CONFLICT OF INTEREST 27.1. The award hereunder is subject to the provisions of Chapter 112,Florida Statutes.Bidders must disclose with their Bid the name of any officer,director,partner,proprietor,associate or agent who is also a public officer or employee of the Owner or any of its agencies.Further,all Bidders must disclose the name of any public officer or employee of the Owner who owns,directly or indirectly,an interest of five percent(5%)or more in the Bidder's firm or any of its branches or affiliate companies. 28. SPECIAL LEGAL REQUIREMENTS 28.1. PUBLIC RECORDS 28.1.1.This Agreement is subject to and governed by the laws of the State of Florida,including without limitation Chapter 119, Florida Statutes, which generally makes public all records or other writings made by or received by the parties. The Contractor acknowledges its legal obligation to comply with§119.0701,Florida Statutes. 28.1.2.A request to inspect or copy public records relating to a public agency's contract for services must be made directly to the public agency. If the public agency does not possess the requested records, the public agency shall immediately notify the contractor of the request,and the contractor must provide the records to the public agency or allow the records to be inspected or copied within a reasonable time. 28.1.3.If a contractor does not comply with the public agency's request for records,the public agency shall enforce the contract provisions in accordance with the contract. 28.1.4.A contractor who fails to provide the public records to the public agency within a reasonable time may be subject to penalties under s.119.10. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 21 28.1.5. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT 561-768-0443, LMCWILLIAMS@TEQUESTA.ORG, OR 345 TEQUESTA DRIVE,TEQUESTA,FL 33469. 28.2. OFFER EXTENDED TO OTHER GOVERNMENTAL ENTITIES 28.2.1.The Village of Tequesta encourages and agrees to the successful bidder extending the pricing, terms and conditions of this solicitation or resultant contract to other governmental entities at the discretion of the successful bidder. 28.3. CONE OF SILENCE,Sec.2-355.Cone of Silence 28.3.1.Cone of silence means a prohibition on any communication, except for written correspondence,regarding a particular request for proposal,request for qualification, bid,or any other competitive solicitation between: 28.3.1.1. Any person or person's representative seeking an award from such competitive solicitation;and 28.3.1.2. Any county commissioner or commissioner's staff, any member of a local governing body or the member's staff,a mayor or chief executive officer that is not a member of a local governing body or the mayor or chief executive officer's staff, or any employee authorized to act on behalf of the commission or local governing body to award a particular contract. 28.3.2.For the purposes of this section,a person's representative shall include but not be limited to the person's employee,partner,officer,director,consultant,lobbyist,or any actual or potential subcontractor or consultant of the person. 28.3.3.The cone of silence shall be in effect as of the deadline to submit the proposal, bid, or other response to a competitive solicitation.The cone of silence applies to any person or person's representative who responds to a particular request for proposal, request for qualification, bid, or any other competitive solicitation, and shall remain in effect until such response is either rejected by the county or municipality as applicable or withdrawn by the person or person's representative. Each request for proposal, request for qualification, bid or any other competitive solicitation shall provide notice of cone of silence requirements and refer to this article. 28.3.4.The provisions of this article shall not apply to oral communications at any public proceedings, including pre-bid conferences, oral presentations before selection committees,Contract negotiations during any public meeting,presentations made to the board or local municipal governing body as applicable,and protest hearings.Further,the cone of silence shall not apply to contract negotiations between any employee and the intended awardee, any dispute resolution process following the filing of a protest between the person filing the protest and any employee,or any written correspondence Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 22 at any time with any employee, county commissioner, member of a local municipal governing body, mayor or chief executive officer that is not a member of the local municipal governing body,or advisory board member or selection committee member, unless specifically prohibited by the applicable competitive solicitation process. 28.3.5.The cone of silence shall not apply to any purchases made in an amount less than the competitive bid threshold set forth in the county purchasing ordinance (County Code, chapter 2, article III, division 2, part A, section 2-51 et seq.) or Village ordinance as applicable. 28.3.6.The cone of silence shall terminate at the time the board,local municipal governing body, or a county or municipal department authorized to act on behalf of the board or local municipal governing body as applicable,awards or approves a contract,rejects all bids or responses,or otherwise takes action which ends the solicitation process. 28.3.7.Any contract that violates the cone of silence provisions in this section shall render the transaction voidable. 29. EMPLOYMENT ELIGIBILITY REQUIREMENTS(E-VERIFY REGISTRATION AND USE) 29.1 Provisions for employment eligibility under Section 448.095 F.S.(Florida Statutes)shall apply to all contractors and subcontractors performing Work, providing supplies, or providing services under this Contract. 29.2 Bidders are responsible to review Section 448.095 F.S. in its entirety and ensure that all obligations of the Statute are complied with. 29.3 Bidder shall register and use the E-Verify system as required by Section 448.095 F.S. and require their subcontractors and suppliers to do the same. 29.4The Apparent Successful Bidder shall provide Owner with any information or documentation necessary for compliance with the E-Verify requirements of Section 448.095 F.S.as requested in writing by Owner. 29.5 Pursuant to Section 448.095,Florida Statutes,beginning January 1,2021,Contractor shall register with and use the U.S.Department of Homeland Security's E-Verify system, https:He-verifv.uscis.gov/emp,to verify the work authorization status of all Contractor employees hired on and after January 1,2021. 29.6 Subcontractors 29.6.1 Contractor shall also require all subcontractors performing work under this Agreement to use the E-Verify system for any employees they may hire during the term of this Agreement. 29.6.2 Contractor shall obtain from all such subcontractors an affidavit stating the subcontractor does not employ,contract with,or subcontract with an unauthorized alien,as defined in section 448.095,Florida Statutes.(Refer to Bid Proposal forms in the Front Ends). 29.6.3 Contractor shall provide a copy of all subcontractor affidavits to the Village upon receipt and shall maintain a copy for the duration of the Agreement. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 23 29.7Contractor must provide evidence of compliance with Section 448.095, Florida Statutes. Evidence shall consist of an affidavit from the Contractor(refer to Bid Proposal forms)stating all employees hired on and after January 1, 2021, have had their work authorization status verified through the E-Verify system and a copy of their proof of registration is in the E- Verify system. 29.8 Failure to comply with this provision is a material breach of the Agreement and shall result in the immediate termination of the Agreement without penalty to the Village.Contractor shall be liable for all costs incurred by the Village to secure a replacement Agreement, including but not limited to,any increased costsforthe same services,any costs dueto delay, and rebidding costs,if applicable. 30. WARRANTY TERMS 30.1 Warranty Scope 30.1.1 The Contractor warrants that all labor,materials,equipment,workmanship,and components furnished under this Contract for the Tequesta Drive Bridge Restoration Project shall be free from defects and shall conform fully to the Contract Documents.This warranty is in addition to and not in lieu of any legal remedies available to the Village of Tequesta. 30.2Standard Warranty Period 30.2.1 The Contractor shall provide a minimum two(2)year warranty beginning on the date of Final Completion. This includes but is not limited to: (1) Concrete spall repairs (2) Concrete crack repair(epoxy injection and route&seal) (3) Spandrel panel repairs (4) Spandrel panel rock veneer installation (5) Expansion joint systems (6) Sheet pile repairs (7) Vinyl sheet pile installation (8) Structural steel components (9) Clean and coat systems(concrete and steel) (10)Weep drain maintenance (11)SJRod restoration (12)All incidental or related work Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 24 30.2.2 Extended Warranty 30.2.2.1 The following components shall carry extended warranties: A. Coating Systems—Concrete and Steel • Minimum five(5)year manufacturer warranty against peeling, blistering,fading,delamination,or premature failure. B. Expansion Joints • Minimum 3-year warranty against bond failure, leakage, or deterioration. C. Vinyl Sheet Pile System • Minimum 25-year manufacturer warranty against rot, UV degradation,and corrosion. D. Structural Steel • Minimum 5-year warranty against corrosion, weld failure, or material defects. 30.3 Contractor Warranty Obligations 30.3.1 During the warranty period the Contractor shall: A. Respond to all warranty claims within 48 hours. B. Perform all repairs at no cost to the Village including labor, materials, equipment,mobilization,MOT,and permitting. C. Restore all surfaces and areas affected by repairs. D. Replace or repair all defective materials or workmanship. E. Correct latent defects discovered during the warranty period. F. Provide replacement materials of equal or superior quality. 30.4 Covered Failures 30.4.1 Warranty coverage shall include failures due to: A. Improper Installation. B. Material Defects. C. Corrosion or deterioration not consistent with normal aging. D. Joint leakage or separation. E. Coating failures. F. Cracking,separation,or movement not due to design loading. G. Improper mixing or preparation. H. Substandard workmanship. 30.5 Exclusions 30.5.1 The warranty shall not cover: A. Damage caused by acts of God. B. Vehicular impact damage. C. Vandalism. D. Unauthorized modifications. E. Routine wear on components not intended to have extended service life. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 25 30.6 Required Submittals Prior to Final Payment 30.6.1 The following documentation must be provided prior to final payment: A. Signed contractor warranty certificate. B. All manufacturer warranty certificates. C. Maintenance requirements and O&M manuals. D. Contact information for warranty service. 30.7 Acceptance of Warranty 30.7.1 Warranty acceptance occurs only after: A. Completion of all punch list items. B. Receipt of all required documents. C. Final completion approval. D. Written acceptance by the Village of Tequesta. 31. Hurricane Awareness Plan 31.1.1.The Contractor's attention is drawn to the possibility of hurricane or severe storm conditions occurring at the site of work during the course of the Contract. 31.1.2.Within fourteen (14) days of the date of the Notice to Proceed, the Contractor shall submit to the Engineer and Owner a Hurricane Preparedness Plan. The plan should outline the necessary measures which the Contractor proposes to perform at no additional cost to the Owner in case of a hurricane or severe weather warning. 31.1.3.In the event of inclement weather,or whenever the Owner shall direct,the Contractor shall,and will, cause Subcontractors to carefully protect the Work and materials against damage or injury. Work and materials damaged due to inclement weather shall be removed and replaced at the expense of the Contractor. 31.1.4.The Contractor may be required to backfill excavation depending on the severity of the approaching storm or the expected amount of rainfall. Additionally, erosion protection and inlet protection may also be required by the Owner depending on the site conditions at the time of the Hurricane Watch. 32. Project Submittals 32.1. Work Included 32.1.1. Contractor shall submit to the Engineer shop drawings,project data,and samples required by specification sections. 32.2. Schedules 32.2.1.Contractor shall prepare and submit a construction schedule and project sequencing. 32.3. Products 32.3.1.Shop Drawings 32.3.1.1. Original drawings,prepared by Contractor,Subcontractor,Supplier or Distributor,which illustrate portions of the Work;showing layout,and setting details including,but not limited to painting/coating infrastructure. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 26 32.3.1.2. Prepare submittals by a qualified detailer. 32.3.1.3. Identify submittals by reference to project location and number shown on contract documents. 32.4. Product Data 32.4.1.Manufacturer's catalog sheets,brochures,diagrams,schedules,performance charts, illustrations and other standard descriptive data. 32.4.1.1. Clearly mark each copy to identify pertinent materials,products or models. 32.4.1.2. Show performance characteristics and capacities. 32.5. Pay Requests 32.5.1. Pay Requests shall be made in accordance with the requirements of the Agreement between Owner and Contractor. 32.5.2. Amount of Retainage shall be 10%unless otherwise stated in the Agreement between Owner and Contractor within contract docs. 32.6. Submission Requirements 32.6.1. Schedule submissions at least 14 days before dates reviewed submittals will be needed. 32.6.2.Submit number of copies of Shop Drawings,Project Datum and Samples which Contractor requires for distribution plus 4 copies which will be retained by Engineer. 32.6.3.Accompany submittals with transmittal letter,in duplicate,containing: 32.6.3.1. Date. 32.6.3.2. Project title and number. 32.6.3.3. Contractor's name and address. 32.6.3.4. Notification of deviations from Contract Documents. 32.6.3.5. Other pertinent data. 32.6.4. All submittals must include: 32.6.4.1. Date of submittal and revision dates. 32.6.4.2. Project title and number. 32.6.4.3. The names of: 32.6.4.3.1. Engineer 32.6.4.3.2. Contractor 32.6.4.3.3. Subcontractor 32.6.4.3.4. Supplier 32.6.4.3.5. Manufacturer 32.6.4.4. Identification of product or material. 32.6.4.5. Relation to adjacent structure or materials. 32.6.4.6. Field dimensions clearly identified as such. 32.6.4.7. Identification of deviation from Contract Documents. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 27 32.6.4.8. Contractor stamp,initialed or signed,certifying to review of submittal, verification of field measurements and compliance with Contract Documents. 32.7. Re-submission Requirements 32.7.1.Shop Drawings: 32.7.1.1. Revise initial drawings as required and resubmit as specified for initial submittal. 32.7.1.2. Indicate on drawings any changes which have been made other than those requested by Engineer. 32.7.2.Product Data and Samples 32.7.2.1. Submit new datum and samples as required for initial submittal. 32.8. Distributions of Submittals After Review 32.8.1. Distribute copies of Shop Drawings,approved product information, and Project Datum which carry Engineer's stamp,to: 32.8.1.1. Contractor's file. 32.8.1.2. Job site file. 32.8.1.3. Other prime contractors. 32.8.1.4. Subcontractors. 32.8.1.5. Supplier 32.8.1.6. Fabricator 32.8.2.Distribute samples as directed. 33. Measurement and Payment 33.1. The following Measurement and Payment descriptions define the basis of payment for each item listed in the Bid Form.Omission of a specific item shall not relieve the Contractor from providing a complete and fully functional project in accordance with the Contract Documents. 33.2. Prices submitted in the Bid Form shall constitute full compensation for furnishing all labor, materials, equipment, tools, transportation, disposal, incidentals, and appurtenant work required to complete the construction as shown on the Drawings and specified herein. 33.3. The Owner reserves the right to increase or decrease estimated quantities of any item as necessary,in accordance with the Contract. 33.4. Payment will be made only for work actually performed,completed,and accepted by the Owner. 33.5. Informational Submittals 33.5.1.Application for Payment. 33.5.2.Final Application for Payment. 33.6. Measurement and Payment Requirements 33.6.1.The following Measurement and Payment Requirements replace all references to the Schedule of Values and shall govern all progress payment reviews: 33.6.1.1. Field-Based Measurement:All quantities and percent-completion assessments shall be field -verified jointly by the Village of Tequesta Project Manager and the Contractor's Project Manager. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 28 33.6.1.2. Percentage-of-Completion Basis: Payment for each bid item shall be based on the actual percentage of work completed in thefield.Percentages must align directly with each individual line item included in the Bid Form. 33.6.1.3. Engineer of Record Verification: Prior to payment processing,the Engineer of Record(EOR)shall independently verify and sign off on the percentage complete for each bid item. 33.6.1.4. Payment Processing:The Village will process payment only after receiving: 33.6.1.4.1. Verified field measurements. 33.6.1.4.2. A detailed pay request reflecting percentage completion for each bid item. 33.6.1.4.3. Signed FOR approval. 33.6.1.5. Eligibility 33.6.1.5.1. Payment will be made only for completed,inspected,and accepted work. Material-on-site payments require prior written approval from the Village. 33.7. Payment 33.7.1. Payment will be made only for completed, inspected, and accepted work. Partial payments shall follow the Measurement and Payment Requirements defined herein. No separate payment will be made for incidental work unless listed as a bid item. END OF INSTRUCTIONS TO BIDDERS Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 29 Bid Proposal Bidding Company Name: Village of Tequesta DEPARTMENT 345 Tequesta Drive Tequesta,FL 33469 The undersigned,as Bidder,hereby declares that the only Persons,company,or parties interested in the Proposal or the Contract to be entered into,as principals,are named herein; and that this Proposal is made without connection with any other person,company,or parties making a Bid or Proposal;and that it is in all respects fair and in good faith without collusion or fraud. That the Bidder has carefully and to his full satisfaction examined the attached Instructions to Bidders, General Conditions,Supplementary Conditions,detailed Specifications,and Form of Contract and Bond, together with the accompanying plans,and that Bidder has read all addenda issued prior to the opening of Bids; and that Bidder has fully examined the site and the project documents and hereby agrees to furnish, unless otherwise provided, all implements, machinery, equipment, transportation, tools, materials,supplies,labor and other things necessary to the prosecution and completion of the work,to wit: Scope of Work provided in the Bid Documents. It is proposed that the project herein described shall be constructed for the Unit Prices as follows on the Bid Schedule of Values, all in accordance with the requirements and provisions of the Contract Documents. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 30 Proposal(Continued) If awarded the Contract, the undersigned agrees to execute the proposed Agreement/Contract and provide required insurance within fifteen(15)calendar days from the date set forth in the Notice of Intent to Award or Notice of Award,which ever one is received first,and to fully complete all necessary work within the Contract Times specified below after date of written Notice to Proceed,with such extensions of time as are provided for in the General Conditions. Contract Durations for Name of Proiect Scope: Substantial Completion:90 working days from Notice to Proceed Final Completion:115 working days from Notice to Proceed The undersigned understands the Contract Time starts on the date of Notice to Proceed.The undersigned understands the Contract Times include Contractor obtaining permits,complete shop drawing submittal, and all other work required to complete the Work in full. The undersigned agrees that all bid documents issued for this project, including addenda, have been reviewed and site visits performed, as necessary to provide a comprehensive bid. The undersigned acknowledges receipt of (insert number)Addenda for this project. The undersigned agrees to provide release of liens for all subcontractors and suppliers during the course of the contract with each payment application. The undersigned acknowledges that payments made by the Village of Tequesta will be made via check and vendor will provide the Village of Tequesta with the information required to make the CONTRACTOR a vendor in the Village of Tequesta system. The undersigned is aware that the Inspector General of Palm Beach County has the authorityto investigate and audit matters relating to the negotiation and performance of this contract and in furtherance thereof may demand and obtain records and testimony from the contractor and its subcontractors and lower tier subcontractors. The contractor understands and agrees that in addition to other remedies and consequences provided by law, the failure of the contractor or its subcontractors or lower tier subcontractors to fully cooperate with the Inspector General when requested may be deemed by the municipality to be a material breach of this contract justifying its termination. THIS SPACE WAS INTENTIONALLY LEFT BLANK PROCEED TO NEXT PAGE Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 31 Proposal(Continued) The undersigned states that this bid proposal is the only proposal for this project in which he is interested and certifies that all of the information provided in this bid proposal is true and correct. SUBMITTAL DATE FIRM NAME FEDERAL EMPLOYER IDENTIFICATION NUMBER(FEIN) (if the entity has no FEIN,include the Social Security Number of the individual signing this Proposal SIGNATURE OF RESPONSIBLE OFFICIAL PRINT NAME AND TITLE OF RESPONSIBLE OFFICIAL EMAIL ADDRESS OF RESPONSIBLE OFFICIAL BUSINESS ADDRESS BUSINESS TELEPHONE STATE OF INCORPORATION FULL NAMES AND ADDRESSES OF PERSONS OR PARTIES INTERESTED IN THE FOREGOING BID,AS PRINCIPALS: FULL NAME,TITLE,EMAIL ADDRESS,AND PHONE NUMBER OF PERSON MANAGING THE WORK UNDERTHIS CONTRACT: Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 32 Bid Schedule of Values Name of Project BIDDING COMPANY NAME: ITEM ESTIMATED NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE EXTENDED VALUE SCHEDULE A:COMMON ITEMS 1a. Mobilization/Demobilization(Not LS 1 to exceed 5%of bid items(4-17) $ $ 1b. Project Bonds&Insurance LS 1 $ $ 1c. General Conditions(Not to exceed LS 1 10%of bid items(4-19) $ $ 2. Maintenance of Traffic LS 1 $ $ Prevention,Control,And 3. Abatement Of Erosion And Water LS 1 Pollution $ $ TOTAL SCHEDULE A:(ITEMS 1-3)_ $ SCHEDULE B:REPAIRS 4. Clean and Coat(Concrete) LS 1 $ $ 5. Concrete Spall Repair CF 7 $ $ 6. Expansion Joint LF 348 $ $ 7 Clean and Coat(Steel Sheet Pile SF 1200 Wall) $ $ 80 Remove and Replace SSP C LF 160 Channel Pile Cap $ $ 9. Spandrel Panel Repair LS 1 $ $ 10. Spandrel Panel Rock Veneer EA 2 $ $ 11. Weep Drain Maintenance EA 12 $ $ Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 33 12. Vinyl Sheet Pile LS 1 $ $ 13. Sod Restoration SF 6700 $ $ 14. Contingency:Concrete Crack LF 100 Repair(Epoxy Injection) $ $ 15. Contingency:Concrete Crack LF 100 Repair(Route&Seal) $ $ 16. Contingency:Steel Sheet Pile EA 10 Patch Repair $ $ 17 Allowance:Concrete Restoration CF 10 (Beneath Cladding) $ $ TOTAL SCHEDULE B:(ITEMS 4-17)_ $ TOTAL BID PRICE:(SCHEDULES A,B)(ITEMS 1-17)_ $ TOTAL BID PRICE(SCHEDULES A,B)(ITEMS 1-17)IN WORDS: OWNER SIGNATURE PRINT DATE Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 34 List of Subcontractors/Suppliers Bidder shall list below information regarding subcontractors and suppliers who will perform work or labor or render service,or supply materials to the prime contractor in or about the construction of the Work or improvement,or subcontractors licensed by the State who,under subcontract to the prime contractor, specially fabricates and installs a portion of the Work or improvement according to the plans and specifications,in an amount in excess oftwo percent(2%)of the prime contractor's Total Bid Price.Failure to comply with this requirement may render the Bid non-responsive and may cause its rejection. Work to be Performed/ Subcontractor Percent of Subcontractor's Materials to be Supplied License Number Total Contract Name&Address Note: Provide licenses,certifications,experience,and qualification forms for those subcontractors listed above. Attach additional pages as needed. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 35 Qualification Requirements (Complete these pages entirety and include with Sealed Bid. Attach copies of applicable Licenses) THE UNDERSIGNED GUARANTEES THE TRUTH AND ACCURANCY OF ALL STATEMENTS AND ANSWERS HEREIN CONTAINED: A. Any information for which OWNER cannot corroborate is grounds for rejection of Bid. (Use additional sheets as needed to provide the required information.) B. State the numbers of years your organization has been doing business in the State of Florida: 1. We typically perform %of the work with our own forces.List trades below for which your organization is qualified to self-perform on this project: 2. Has Bidder ever failed to complete awarded work? If so,state where,when and why: 3. State the location of the office from which this contract will be managed. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 36 Qualification Requirements(Continued) 4. State the number of employees available to complete the work contemplated by this contract. 5. Provide the name, experience and resume of the Project Manager who will be assigned to this contract,if awarded. Include number of years in this position and with this company. If less than 3 years with this company provide name and contact information for previous employer. (Attach additional pages as necessary). 6. Provide name, experience and resume of the Project Superintendent who will be assigned to this contract,if awarded. Include number of years in this position and with this company. If less than 3 years with this company provide name and contact information for previous employer. (Attach additional pages as necessary). 7. List equipment owned by Contractor to be utilized in completion of the Work identified for this contract. (Bidder certifies that all listed equipment meets requirements set forth in instructions to bidders,section 3)(Attach additional pages as necessary). 8. List equipment to be rented by Contractor to complete the Work of this contract.(Attach additional pages as necessary). Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 37 Qualification Requirements(Continued) 9. Bidder shall include with their Bid a proposed schedule for completing the Work.The schedule shall identify tasks for the progression of work and be based on number of days from an assumed mobilization date. This schedule should, at a minimum, include all major milestones as listed in Agreement(Contract)Between Owner and Contractor. 10. Only Bidders and Subcontractor(s)who are deemed qualified by Owner,at Owner's sole discretion, will be considered for contract award. Failure to provide previous experience and qualification information requested by the Bidding Documents with the Bidder's Bid, or if the Owner cannot corroborate the previous experience and qualification information submitted by Bidder in Bidder's Bid,may result in Bid disqualification. NOTE: Bidder shall complete and submit with the Bid the following Bidder Qualification forms for the Prime Contractor and all Major Subcontractors(each whose value of work to be performed is greater than 2%of the Prime Contractor's Total Bid).All information requested on the forms shall be provided in sufficient detail for Owner to perform a comprehensive review of the Bid. For Major Subcontractors, provide previous experience and qualifications for at least three (3) projects completed over the past fifteen(15)years. NOTE:Bidders may provide additional information to assist Owner in evaluating previous experience and qualifications. Copy the forms and attach additional pages as needed. NOTE:In order to be deemed acceptable for the purpose of determining Bidder Qualification,similar projects shall be listed on the following forms and have all information completed(blanks correctly filled in)including contact names and telephone numbers of both the Owner and Engineer. THIS SPACE WAS INTENTIONALLY LEFT BLANK PROCEED TO NEXT PAGE Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 38 Qualification Requirements(Continued) As Bidder,we certify the following: (1) NAME&LOCATION OF PROJECT: SCOPE OF WORK: CHECK ONE OF THE FOLLOWING OPTIONS,BIDDER WAS: [ ] PRIME CONTRACTOR [ ] SUBCONTRACTOR YEAR OF PROJECT: CONTRACT VALUE: TOTAL VALUE OF CHANGE ORDERS: REASON FOR CHANGE ORDERS: CONTRACT START AND COMPLETION DATES: WAS PROJECT COMPLETED ON TIME(IF NOT EXPLAIN THE DELAYS): OWNER OF PROJECT: OWNER CONTACT: NAME: PHONE NUMBER: EMAIL ADDRESS: ENGINEERING FIRM(DURING CONSTRUCTION): ENGINEER CONTACT: NAME: PHONE NUMBER: EMAIL ADDRESS: ADDITIONAL INFORMATION: Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 39 Qualification Requirements(Continued) As Bidder,we certify the following: (2) NAME&LOCATION OF PROJECT: SCOPE OF WORK: CHECK ONE OF THE FOLLOWING OPTIONS,BIDDER WAS: [ ] PRIME CONTRACTOR [ ] SUBCONTRACTOR YEAR OF PROJECT: CONTRACT VALUE: TOTAL VALUE OF CHANGE ORDERS: REASON FOR CHANGE ORDERS: CONTRACT START AND COMPLETION DATES: WAS PROJECT COMPLETED ON TIME(IF NOT EXPLAIN THE DELAYS): OWNER OF PROJECT: OWNER CONTACT: NAME: PHONE NUMBER: EMAIL ADDRESS: ENGINEERING FIRM(DURING CONSTRUCTION): ENGINEER CONTACT: NAME: PHONE NUMBER: EMAIL ADDRESS: ADDITIONAL INFORMATION: Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 40 Qualification Requirements(Continued) As Bidder,we certify the following: (3) NAME&LOCATION OF PROJECT: SCOPE OF WORK: CHECK ONE OF THE FOLLOWING OPTIONS,BIDDER WAS: [ ] PRIME CONTRACTOR [ ] SUBCONTRACTOR YEAR OF PROJECT: CONTRACT VALUE: TOTAL VALUE OF CHANGE ORDERS: REASON FOR CHANGE ORDERS: CONTRACT START AND COMPLETION DATES: WAS PROJECT COMPLETED ON TIME(IF NOT EXPLAIN THE DELAYS): OWNER OF PROJECT: OWNER CONTACT: NAME: PHONE NUMBER: EMAIL ADDRESS: ENGINEERING FIRM(DURING CONSTRUCTION): ENGINEER CONTACT: NAME: PHONE NUMBER: EMAIL ADDRESS: ADDITIONAL INFORMATION: Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 41 Qualification Requirements(Continued) 11. BIDDER shall demonstrate the ability to complete projects on time within the contract completion dates.List ALL projects completed within the last three years that were not completed on schedule and for which liquidated damages(LD)were not incurred.Attach additional pages as needed: PROJECT NAME: OWNER NAME/CONTACT INFO: CONTRACT COMPLETION DATE: ACTUAL COMPLETION DATE: 12. List ALL projects within the past five years(started,underway,or completed)in which liquidated damages(LD)are accumulating or were incurred,either directly or indirectly.Attach additional pages as needed: PROJECT/OWNER: TOTAL LD AMOUNT ASSESSED: REASON FOR LDs: 13. List ALL projects within the past five years (underway or completed) in which adverse litigation, including but not limited to mediation, involving the Owner of the project, occurred, either directly or indirectly with the Bidder or his/her subcontractors.Attach additional pages as needed: PROJECT: OWNER: TYPE OF LITIGATION: REASON FOR LITIGATION: 14. A copy of Bidder's most recent audited financial statement may be requested as additional information after bids are received during the bid evaluation process. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 42 Qualification Requirements(Continued) 15. Describe any significant or unique accomplishment in previous contracts. Include any additional data pertinent to firm's capabilities. (Attach additional pages as necessary) I HEREBY CERTIFY THATTHE INFORMATION SUBMITTED HEREWITH,INCLUDING ANY ATTACHMENTS,IS TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME OF ORGANIZATION: BY: TITLE: DATED: NOTARY ATTEST: SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF 20 NOTARY PUBLIC-STATE OF MY COMMISSION EXPIRES: THIS SPACE WAS INTENTIONALLY LEFT BLANK PROCEED TO NEXT PAGE Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 43 Contractor Safety Qualifications/Requirements 1. APPLICABILITY 1.1 Any contractors performing maintenance,repair,turnaround,major renovations,or specialty work is subject to the contractor safety requirements of the Environmental Protection Agency Risk Management Program (40 CRF 68.87) and the Occupational Safety and Health Administration's Process Safety Management Program(29 CRF 1910.119(h)). 1.2 CONTRACTOR SHALL SUBMIT A COMPLETED COPY OF THE ATTACHED "CONTRACTOR SAFETY QUALIFICATION FORM"WITH THEIR BID. FAILURE TO INCLUDE THIS FORM WITH THE BID IS GROUNDS FOR DISQUALIFICATION. 2. CONTRACTOR RESPONSIBILITY 2.1 Assure that each of the contractor's employee's is trained in the work practices to safely perform his/her job, and to document that each employee understood the training. This documentation will include the name of employee,date of the training,and means used to verify that the employee understood the training. 2.2 Assure that each of the contractor's employees are instructed in the known potential fire, explosion,or toxic release hazards related to his/her job and the process,and the applicable provisions of the emergency response plan. 2.3 Assure that Contractor's employees and subcontractor's/laborers follow the facility's safety rules including safe work practices such as lockout/tagout,equipment/line opening,confined space safety,and hot work permit. 2.4 Advise the facility owner of any unique hazard presented by the contractor's work,or of any hazards found by the contractor. 2.5 Obtain and evaluate information pertaining to subcontractor's safety programs. 2.6 Assure that subcontractor's and laborers are trained in their work practice to safety perform their jobs. 2.7 Maintain an active list of all workers on site at all times and provide list to Owner immediately upon request. 3. CONTRACTOR SUBMITTALS 3.1 Records Maintenance 3.1.1 The Contractor shall maintain a record of those employees who successfully completed safety training. These records must include the following information: 3.1.1.1 Name of the employee 3.1.1.2 Contents of training 3.1.1.3 Date of training 3.1.1.4 Means used to verify that the employee understood the training 3.2 Additional Responsibilities Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 44 3.2.1 Contractor must immediately inform the Owner of all contract employee injuries or illness resulting from work performed on or around and hazardous chemical process. 3.2.2 Contractor must immediately inform the Owner of any injuries resulting from any work at the facility. THIS SPACE WAS INTENTIONALLY LEFT BLANK PROCEED TO NEXT PAGE Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 45 Contractor Safety Qualification Form SECTION 1: COMPANY INFORMATION Company Name: Address 1: Address 2: City,State,Zip: Telephone No.: Fax No.: SECTION 2:NAME(S)AND RELATIONSHIPS OF PARENT COMPANY,AFFILIATES,SUBSIDIARIES, PARTNERS Company Name: Address: City,State,Zip: Relationship: Company Name: Address: City,State,Zip: Relationship: SECTION 3: INSURANCE COVERAGE 3.1 Please attach certificates showing the extent of coverage,exclusions and deductibles for the following: General Business Liability Insurance Professional Liability Insurance Contractors Pollution Liability Insurance Worker's Compensation Insurance 3.2 How long have you been covered by your current provider of Worker's Compensation Insurance? 3.3 List the Experience Modification Ratio(EMR)that has been applied to your company's worker's compensation insurance policy for the past five years: Year Intrastate EMR Interstate EMR Comments Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 46 Contractor Safety Qualification Form(Continued) 3.4 List the contact information for an insurance broker who can verify your EMR's: Name: Address 1: Address 2: City,State,Zip: Telephone No.: If you do not have an EMR,please explain: SECTION 4:INJURY AND FATALITY INFORMATION 4.1 Please transfer the numbers and rates of injuries and illnesses from your firm's OSHA No.200 Logs to the table below: Year: Year: Year: Statistic No. Rate No. Rate No. Rate Lost Workday Cases Restricted Workday Cases Medical Treatment (not First Aid)Cases Total Illness Cases Total Recordable Cases Fatalities 4.2 If your company has had fatalities in the past three years include location,cause and corrective actions in the space below: Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 47 Contractor Safety Qualification Form(Continued) SECTION 5:SAFETY MEETINGS 5.1 Do you require that documented safety meetings be held for: Field Supervisors?_Yes_No Frequency: Employees?_Yes_No Frequency: New Hires?_Yes_No Frequency: Subcontractors?_Yes_No Frequency: SECTION 6:SAFETY AUDITS 6.1 Will a representative of your company audit safety practices on this job? _Yes —No Name: Title: How frequently will the representative visit the project site? SECTION 7:HEALTH AND SAFETY PROGRAM 7.1 Does the company have a health and safety program? If yes,please give details below. (The contractor is encouraged to attach a copy of the program to satisfy this requirement). 7.2 Please give the name and telephone number of your company's health and safety officer,if any: Name: Title: Telephone No.: SECTION 8:HEALTH AND SAFETY CITATIONS 8.1 Attach a list of any State or Federal Health and Safety citations received during the past three years. SECTION 9:SIGNATURE OF COMPANY OFFICER I certify that to the best of my knowledge,information,and belief formed after reasonable inquiry, the information submitted is true,accurate,and complete. Name(print): Title: Signature: Date: Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 48 E-Verify Affidavit In accordance with Section 448.095,F.S.,Contractor acknowledges and agrees to utilize the U.S. Department of Homeland Security's E-Verify System to verify the employment eligibility of: 1. All persons employed by the Contractor to perform employment duties within Florida during the term of the contract;and 2. All persons(including SUBCONTRACTORS)assigned by the Contractor to perform work pursuant to the contract.The Contractor acknowledges and agrees that use of the U.S. Department of Homeland Security's E-Verify System during the term of the contract is a condition of the contract with the Village of Tequesta. The contractor further agrees to retain sufficient evidence of their enrollment in the E-Verify System and provide such evidence to the Village of Tequesta upon request.Sufficient evidence shall consist of a printed copy of the completed E-Verify Company Profile page,obtained from https://www.e-verify.gov. Contractor also agrees to obtain from each of its subcontractors/subconsultants an affidavit stating that the subcontractor/subconsultant does not employ,contract with,or subcontract with an Unauthorized Alien,as that term is defined in Section 448.095(1)(k),F.S.Contractor further agrees to maintain a copy of any such affidavit from a subcontractor/subconsultant for,at a minimum,the duration of the subcontract and any extension thereof. By affixing your signature below,you hereby affirm that you will comply with all E-Verify requirements. Company name Federal Employer Identification No. Signature Date Print Name Title STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me by means of/physical presence or/online notarization, this (date) by (name of officer or agent, title of officer or agent) of (name of contractor company acknowledging),a (state or place of incorporation)corporation,on behalf of the corporation. He/she is personally known to me or has produced (type of identification)as identification. [Notary Seal] Notary Public Name typed,printed or stamped My Commission Expires: Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 49 Drug Free Workplace Certificate I,the undersigned,in accordance with Florida Statute 287.087,hereby certifythat (Print or Type Name of Firm) 1. Publishes a written statement notifying that the unlawful manufacture,distribution,dispensing, possession, or use of a controlled substance is prohibited in the workplace named above, and specifying actions that will be taken against violations of such prohibition. 2. Informs employees about the dangers of drug abuse in the workplace; the firm's policy of maintaining a drug-free working environment and available drug counseling, rehabilitation, and employee assistance programs;and the penalties that may be imposed upon employees for drug- use violations. 3. Gives each employee engaged in providing commodities or contractual services that are under bid or proposal a copy of the statement specified above. 4. Notifies the employees that as a condition of working on the commodities or contractual services under bid or proposal,the employee will abide by the terms of the statement and will notify the employer of any conviction of or plea of guilty or nolo contendere to any violation of Chapter 1893 or any controlled substance law of the State of Florida or the United States for a violation occurring in the workplace,no later than 5 days after such conviction,and requires employees to sign copies of such written statement to acknowledge their receipt. S. Imposes a sanction on or requires the satisfactory participation in a drug-abuse assistance or rehabilitation program,if such is available in the employee's community,by any employee who is so convicted. 6. Makes a good faith effort to continue to maintain a drug-free workplace through the implementation of the drug-free workplace program. "As a person authorized to sign this statement,I certify that the business,firm,or corporation named above complies fully with the requirements set forth herein." Authorized Signature Date Signed State of: County of: Sworn to and subscribed before me this day of 20_ Personally known or Produced Identification (Specify Type of Identification) Signature of Notary My Commission Expires Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 50 Village Clerk's ADA Compliance Statement Form The Village of Tequesta strives to be an inclusive environment.As such,it is the Village's policy to comply with the requirements of Title 11 of the American with Disabilities Act of 1990("ADA")by ensuring that the Contractor's[agreement/bid documents and specifications]are accessible to individuals with disabilities.To comply with the ADA,the Contractor shall provide a written statement indicating that all[agreement/bid documents and specifications],from Contractor,including files, images,graphics,text,audio,video,and multimedia,shall be provided in a format that ultimately conforms to the Level AA Success Criteria and Conformance Requirements of the Web Content Accessibility Guidelines 2.0(Dec.11,2008)("WCAG 2.0 Level AA"),published by the World Wide Web Consortium("W3C"),Web Accessibility Initiative("WAI"),available at the Web Content Accessibility Guidelines page. Required Confirmation: 1, (Print or Type Name of Firm),have read the above compliancy statement and confirm the agreement,bid documents and specifications,including files,images, graphics,text,audio,video,and multimedia,contained within this bid packet are accessible to individuals with disabilities and conforms to the Level AA Success Criteria and Conformance Requirements of the Web Content Accessibility Guidelines 2.0. Representative Signature Date THIS SPACE WAS INTENTIONALLY LEFT BLANK PROCEED TO NEXT PAGE Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 51 Sworn Statement On Public Entity Crimes THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted to [print name of the public entity] by [print individual's name and title] for [print name of entity submitting sworn statement] whose business address is and(if applicable)its Federal Employer Identification Number(FEIN)is: (If the entity has no FEIN,include the Social Security Number of the individual signing this sworn Statement: ) 2. I understand that a"public entity crime"as defined in Paragraph 287.133(1)(g),Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States,including,but not limited to,any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy,or material misrepresentation. 3. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding or guilt or a conviction of a public entity crime, with or without an adjudication of guilt,in any federal or state trial court of record relating to charges brought by indictment or information after July 1,1989,as a result of a jury verdict,nonjury trial,or entry of a plea of guilty or nolo contendere. 4. I understand that an"affiliate"as defined in Paragraph 287.133(1)(a),Florida Statutes,means: 1. A predecessor or successor of a person convicted of a public entity crime: or 2. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term affiliate includes those officers,directors, executives, partners,shareholders, employees, members,and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person,or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement,shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 52 public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 5. 1 understand that a"person"as defined in Paragraph 287.133(1)(e),Florida Statutes,means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity,or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. 6. Based on information and belief,the statement which I have marked below is true in relation to the entity submitting this sworn statement. [indicate which statement applies.] Neither the entity submitting this sworn statement, nor any officers,directors,executives, partners,shareholders,employees,members,or agents who are active in the management of the entity,nor any affiliate of the entity,has been charged with and convicted of a public entity crime subsequent to July 1,1989. _The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity,or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1,1989. _The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity,or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1,1989. However,there has been a subsequent proceeding before a Hearing Officer of the State of Florida,Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in public interest to place the entity submitting this sworn statement on the convicted vendor list. [attach a copy of the final order] I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1(ONE)ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND,THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED, I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017,FLORIDA STATUTES FOR CATEGORY TWO OF ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. (signature) Sworn to and subscribed before me this day of Personally known OR Produced identification Notary Public—State of My commission expires (Printed typed or stamped commissioned name notary public) Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 53 Trench Safety Bidder acknowledges that included in the various items of the proposal and in the Total Bid Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of Fla.) effective October 1, 1990. The bidder further identifies the costs to be summarized below. TRENCH SAFETY MEASURE EXTENDED UNITS OF UNIT UNIT (DESCRIPTION) MEASURE(LF,SY) (QUANTITY) =T_LL OST A. B. C. D. Failure to complete the above may result in the bid being declared non-responsive. THIS SPACE WAS INTENTIONALLY LEFT BLANK PROCEED TO NEXT PAGE Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 54 Bid Bond *This page should be clearly marked with a tab for easy identification during the bid opening process. Bidder Surety Name: Name: Phone: Phone: Address(principal place of business): Address(principal place of business): Owner Bid Name: Village of Tequesta Utilities Project(name and location): Department Phone: 561-746-5134 PROJECT NAME Address(principal place of business): Project Location 345 Tequesta Drive Tequesta,FL 33469 Bid Due Date: Bond Penal Sum: 5%of Total Bid Amount Date of Bond: Surety and Bidder,intending to be legally bound hereby,subject to the terms set forth in this Bid Bond, do each cause this Bid Bond to be duly executed by an authorized officer, agent, or representative. Surety affirms it is authorized to do business in the State of Florida,and the Village of Tequesta,and as having an Agent resident therein. Bidder Surety (Full formal name of Bidder) (Full formal name of Surety)(corporate seal) By: By: (Signature) (Signature)(Attach Power of Name: Name: (Printed or typed) (Printed or typed) Title: Title: Attest: Attest: (Signature) (Signature) Name: Name: (Printed or typed) (Printed or typed) Title: Title: Notes:(1)Note:Addresses are to be used for giving any required notice. (2)Provide execution by any additional parties,such as joint venturers,if necessary. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 55 Bid Bond(Continued) 1. Bidder and Surety,jointly and severally, bind themselves,their heirs, executors, administrators, successors,and assigns to pay to Owner upon default of Bidder the penal sum set forth on the face of this Bond.Payment of the penal sum is the extent of Bidder's and Surety's liability.Recovery of such penal sum under the terms of this Bond will be Owner's sole and exclusive remedy upon default of Bidder. 2. Default of Bidder occurs upon the failure of Bidder to deliver within the time required bythe Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds, Power of Attorney(s),and Certificate(s)of Insurance required by the Bidding Documents. 3. This obligation will be null and void if: a. Owner accepts Bidder's Bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds, Power ofAttorney(s),and Certificate(s)of Insurance required bythe Bidding Documents,or b. All Bids are rejected by Owner,or c. Owner fails to issue a Notice of Award to Bidder within the time specified in the Bidding Documents (or any extension thereof agreed to in writing by Bidder and, if applicable, consented to by Surety when required by Paragraph 5 hereof). 4. Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner,which notice will be given with reasonable promptness, identifying this Bond and the Project and including a statement of the amount due. 5. Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Bidder,provided that the total time for issuing Notice of Award including extensions does not in the aggregate exceed 120 days from the Bid due date without Surety's written consent. 6. No suit or action will be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is received by Bidder and Surety,and in no case later than one year after the Bid due date. 7. Any suit or action under this Bond will be commenced only in a court of competent jurisdiction located in the state in which the Project is located. 8. Notices required hereunder must be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier,or by United States Postal Service registered or certified mail, return receipt requested, postage pre-paid, and will be deemed to be effective upon receipt by the party concerned. 9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer,agent,or representative who executed this Bond on behalf of Surety to execute,seal,and deliver such Bond and bind the Surety thereby. 10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond will be deemed to be included herein as if set forth at length. If any provision of this Bond conflicts with any applicable statute,then the provision of said statute governs and the remainder of this Bond that is not in conflict therewith continues in full force and effect. 11. The term"Bid"as used herein includes a Bid,offer,or proposal as applicable. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 56 BIDDERS STATEMENT OF DISPUTES,LITIGATION,ARBITRATION AND SURETY COMPLETION FOR LAST THREE(3)YEARS PROJECT NAME AND NAME AND PHONE DATE OF AMOUNT AREA STATUS ADDRESS OF OF OWNER OR CONTRACT DISPUTED OWNER OR ENGINEER ENGINEER REPRESENTATIVE Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 57 Documents to be Executed bV Village Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 58 Notice of Intent to Award DATE Contact name,Position Company name address PROJECT: Project name Dear(Contact name), This is to advise that on[INSERT DATEI a recommendation for award of the above referenced Contract will be made to the Tequesta Village Council as a result of your bid in the amount of[INSERT VALUEI submitted to the Village of Tequesta(Owner)on[INSERT DATEI. Two (2) sets of the Project Manual for this project are enclosed. Each set contains an unexecuted agreement.Please sign both sets of the Agreement and include the following additional documentation necessary for execution of the Agreement/Contract.All documents within the agreement should be left undated;the Village will date documents upon execution.After signing each agreement,return both sets with supporting documentation to our office for final signatures. Provide two current Certificates of Insurance naming the Village of Tequesta as an additional insured per the requirements of the contract. Please return both signed Project Manuals with supporting documentation to Jennifer Todd, Office Manager,at 345 Tequesta Drive,Tequesta,FL 33469 for Village signatures. Your attention is invited to the provision whereby your proposal guarantee may be forfeited in the event the Agreement with insurance and any other additional documentation is not executed and delivered to the Owner within fifteen(15)consecutive calendar days from[INSERT DATEI. One fully executed original and one copy of the executed Agreement/Contract will be provided to you along with Conformed Construction Documents on or before the Pre-Work meeting. Sincerely, VILLAGE OF TEQUESTA PROJECT MANAGER Village of Tequesta POSITION,Department Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 59 6 Notice of Award DATE Contact name,Position Company name address PROJECT: Project name Dear(Contact name), This is to advise you that on f INSERT DATEI,the Tequesta Village Council approved award of a construction contract to your firm,for the above referenced project as a result of your bid on [INSERT DATEI,in the amount of[INSERT VALUEI. One fully executed original and one copy of the executed Agreement/Contract will be provided to you along with Conformed Construction Documents on or before the date of the Pre-Work meeting. A Notice to Proceed will be issued for commencement of the Contract Time. We look forward to working with you on this project. Sincerely, VILLAGE OF TEQUESTA PROJECT MANAGER Village of Tequesta POSITION,Department Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 60 Payment Bond Contractor Surety Name: Name: Phone: Phone: Address(principal place of business): Address(principal place of business): Owner Contract Name: Village of Tequesta Description(name and location): Phone: 561-768-0497 PROJECT NAME,PROJECT LOCATION Mailing address(principal place of business): Utilities Department 345 Tequesta Drive Contract Price: $ Tequesta,FL 33469 Effective Date of Contract: Bond Number: Bond Amount: Date of Bond: (Date of Bond cannot be earlier than Effective Date of Contract) Modifications to this Bond form:❑None 0 See Paragraph 19 Surety and Contractor,intending to be legally bound hereby,subject to the terms set forth in this Payment Bond,do each cause this Payment Bond to be duly executed by an authorized officer,agent, Contractor as Principal Surety (Full formal name of Contractor) (Full formal name of Suretv)(corporate seal) By: By: (Signature) (Sianature)(Attach Power of Name: Name: (Printed or typed) (Printed or tvped) Title: Title: Attest: Attest: (Signature) (Signature) Name: Name: (Printed or tvped) (Printed or tvped) Title: Title: Notes:(1)Provide supplemental execution by any additional parties,such as joint venturers.(2)Any singular reference to Contractor,Surety,Owner,or other party is considered plural where applicable. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 61 Payment Bond(Continued) 1. The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner to pay for labor, materials, and equipment furnished for use in the performance of the Construction Contract,which is incorporated herein by reference,subject to the following terms. 2. If the Contractor promptly makes payment of all sums due to Claimants,and defends, indemnifies, and holds harmless the Owner from claims,demands,liens,or suits by any person or entity seeking payment for labor,materials,or equipment furnished for use in the performance of the Construction Contract,then the Surety and the Contractor shall have no obligation under this Bond. 3. If there is no Owner Default under the Construction Contract,the Surety's obligation to the Owner under this Bond will arise after the Owner has promptly notified the Contractor and the Surety(at the address described in Paragraph 13) of claims, demands, liens, or suits against the Owner or the Owner's property by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, and tendered defense of such claims,demands,liens,or suits to the Contractor and the Surety. 4. When the Owner has satisfied the conditions in Paragraph 3,the Surety shall promptly and at the Surety's expense defend, indemnify, and hold harmless the Owner against a duly tendered claim, demand,lien,or suit. 5. The Surety's obligations to a Claimant under this Bond will arise after the following: 5.1 Claimants who do not have a direct contract with the Contractor 5.1.1 have furnished a written notice of non-payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were,or equipment was,furnished or supplied or for whom the labor was done or performed,within ninety(90)days after having last performed labor or last furnished materials or equipment included in the Claim;and 5.1.2 have sent a Claim to the Surety(at the address described in Paragraph 13). 5.2 Claimants who are employed by or have a direct contract with the Contractor have sent a Claim to the Surety(at the address described in Paragraph 13). 6. If a notice of non-payment required by Paragraph 5.1.1 is given by the Owner to the Contractor,that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Paragraph 5.1.1. 7. When a Claimant has satisfied the conditions of Paragraph 5.1 or 5.2,whichever is applicable,the Surety shall promptly and at the Surety's expense take the following actions: 7.1 Send an answer to the Claimant,with a copy to the Owner,within sixty(60)days after receipt of the Claim,stating the amounts that are undisputed and the basis for challenging any amounts that are disputed;and 7.2 Pay or arrange for payment of any undisputed amounts. 7.3 The Surety's failure to discharge its obligations under Paragraph 7.1 or 7.2 will not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for which the Surety and Claimant have reached agreement. If,however,the Surety fails to discharge its obligations under Paragraph 7.1 or 7.2,the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 62 Payment Bond(Continued) 8. The Surety's total obligation will not exceed the amount of this Bond,plus the amount of reasonable attorney's fees provided under Paragraph 7.3,and the amount of this Bond will be credited for any payments made in good faith by the Surety. 9. Amounts owed by the Owner to the Contractor under the Construction Contract will be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond.By the Contractor furnishing and the Owner accepting this Bond,they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfying obligations of the Contractor and Surety under this Bond,subject to the Owner's priority to use the funds for the completion of the work. 10. The Surety shall not be liable to the Owner,Claimants,or others for obligations of the Contractor that are unrelated to the Construction Contract.The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond,and shall have under this Bond no obligation to make payments to or give notice on behalf of Claimants,or otherwise have any obligations to Claimants under this Bond. 11. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts,purchase orders,and other obligations. 12. No suit or action will be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date(1)on which the Claimant sent a Claim to the Surety pursuant to Paragraph 5.1.2 or 5.2,or(2)on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of(1)or(2)first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit will be applicable. 13. Notice and Claims to the Surety,the Owner,or the Contractor must be mailed or delivered to the address shown on the page on which their signature appears. Actual receipt of notice or Claims, however accomplished,will be sufficient compliance as of the date received. 14. When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement will be deemed deleted here from and provisions conforming to such statutory or other legal requirement will be deemed incorporated herein.When so furnished,the intent is that this Bond will be construed as a statutory bond and not as a common law bond. 15. This bond is issued in compliance with Section 255.05,Florida Statutes(1987),as may be amended. A claimant, except a laborer, who is not in privity with the contractor and who has not received payment for his labor, materials,or supplies shall,within 45 days after beginning to furnish labor, materials,or supplies for the prosecution of the work,furnish the contractor with a notice that he intends to look to the bond for protection. A claimant who is not in privity with the contractor and who has not received payment for his labor, materials, or supplies shall, within 90 days after performance of the labor or after complete delivery of the materials or supplies, deliver to the contractor and to the surety written notice of the performance of the labor or delivery of the materials or supplies and of the nonpayment. No action for the labor,materials,or supplies may be instituted against the contractor or the surety unless both notices have been given. No action shall be instituted against the contractor or the surety on the bond after 1 year from the performance of the labor or completion of delivery of the materials or supplies. 16. Upon requests by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 63 Payment Bond(Continued) 17. Definitions 17.1 Claim—A written statement by the Claimant including at a minimum: 17.1.1 The name of the Claimant; 17.1.2 The name of the person for whom the labor was done, or materials or equipment furnished; 17.1.3 A copy of the agreement or purchase order pursuant to which labor, materials, or equipment was furnished for use in the performance of the Construction Contract; 17.1.4 A brief description of the labor,materials,or equipment furnished; 17.1.5 The date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; 17.1.6 The total amount earned by the Claimant for labor,materials,or equipment furnished as of the date of the Claim; 17.1.7 The total amount of previous payments received by the Claimant;and 17.1.8 The total amount due and unpaid to the Claimant for labor, materials, or equipment furnished as of the date of the Claim. 17.2 Claimant—An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials, or equipment for use in the performance of the Construction Contract.The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located.The intent of this Bond is to include without limitation in the terms of"labor,materials,or equipment"that part of the water,gas, power,light,heat,oil,gasoline,telephone service,or rental equipment used in the Construction Contract,architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors,and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor,materials,or equipment were furnished. 17.3 Construction Contract—The agreement between the Owner and Contractor identified on the cover page,including all Contract Documents and all changes made to the agreement and the Contract Documents. 17.4 Owner Default—Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. 17.5 Contract Documents—All the documents that comprise the agreement between the Owner and Contractor. 18. If this Bond is issued for an agreement between a contractor and subcontractor,the term Contractor in this Bond will be deemed to be Subcontractor and the term Owner will be deemed to be Contractor. 19. Modifications to this Bond are as follows:Request for assigned bond number and for phone numbers of each party listed on the bond (Contractor, Surety, and Owner). Addition of Paragraph 15 and renumbering of the paragraphs thereafter. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 64 Performance Bond Contractor Surety Name: Name: Phone: Phone: Address(principal place of business): Address(principal place of business): Owner Contract Name: Village of Tequesta Description(name and location): Phone: 561-768-0497 PROJECT NAME,PROJECT LOCATION Mailing address(principal place of business): Utilities Department 345 Tequesta Drive Tequesta,FL 33469 Contract Price: $ Effective Date of Contract: Bond Number: Bond Amount: Date of Bond: (Date of Bond cannot be earlier than Effective Date of Contract) Modifications to this Bond form:❑None 0 See Paragraph 17 Surety and Contractor,intending to be legally bound hereby,subject to the terms set forth in this Performance Bond,do each cause this Performance Bond to be duly executed by an authorized officer,agent,or representative. Contractor as Principal Surety (Full formal name of Contractor) (Full formal name of Suretv)(corporate seal) By: By: (Signature) (Sianature)(Attach Power of Name: Name: (Printed or tvoed) (Printed or tvoed) Title: Title: Attest: Attest: (Signature) (Signature) Name: Name: (Printed or tvoed) (Printed or tvoed) Title: Title: Notes:(1)Provide supplemental execution by any additional parties,such as joint venturers.(2)Any singular reference to Contractor,Surety,Owner,or other party is considered plural where applicable. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 65 Performance Bond(Continued) 1. The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner for the performance of the Construction Contract,which is incorporated herein by reference. 2. If the Contractor performs the Construction Contract,the Surety and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in Paragraph 3. 3. If there is no Owner Default under the Construction Contract,the Surety's obligation under this Bond will arise after: 3.1 The Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice may indicate whether the Owner is requesting a conference among the Owner,Contractor,and Surety to discuss the Contractor's performance.If the Owner does not request a conference,the Surety may, within five (5) business days after receipt of the Owner's notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under this Paragraph 3.1 will be held within ten (10) business days of the Surety's receipt of the Owner's notice.If the Owner,the Contractor,and the Surety agree,the Contractor shall be allowed a reasonable time to perform the Construction Contract,but such an agreement does not waive the Owner's right,if any,subsequently to declare a Contractor Default; 3.2 The Owner declares a Contractor Default,terminates the Construction Contract and notifies the Surety;and 3.3 The Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. 4. Failure on the part of the Owner to comply with the notice requirement in Paragraph 3.1 does not constitute a failure to comply with a condition precedent to the Surety's obligations,or release the Surety from its obligations,except to the extent the Surety demonstrates actual prejudice. 5. When the Owner has satisfied the conditions of Paragraph 3,the Surety shall promptly and at the Surety's expense take one of the following actions: 5.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract; 5.2 Undertake to perform and complete the Construction Contract itself, through its agents or independent contractors; 5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract,arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owners concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract,and pay to the Owner the amount of damages as described in Paragraph 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default;or 5.4 Waive its right to perform and complete,arrange for completion,or obtain a new contractor,and with reasonable promptness under the circumstances: 5.4.1 After investigation,determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined,make payment to the Owner;or 5.4.2 Deny liability in whole or in part and notify the Owner,citing the reasons for denial. Performance Bond(Continued) 6. If the Surety does not proceed as provided in Paragraph 5 with reasonable promptness,the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 66 from the Owner to the Surety demanding that the Surety perform its obligations under this Bond,and the Owner shall be entitled to enforce any remedy available to the Owner.If the Surety proceeds as provided in Paragraph 5.4,and the Owner refuses the payment,or the Surety has denied liability,in whole or in part,without further notice,the Owner shall be entitled to enforce any remedy available to the Owner. 7. If the Surety elects to act under Paragraph 5.1,5.2,or 5.3,then the responsibilities of the Surety to the Owner will not be greater than those of the Contractor under the Construction Contract,and the responsibilities of the Owner to the Surety will not be greater than those of the Owner under the Construction Contract.Subject to the commitment by the Owner to pay the Balance of the Contract Price,the Surety is obligated,without duplication for: 7.1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; 7.2 additional legal,design professional,and delay costs resulting from the Contractor's Default,and resulting from the actions or failure to act of the Surety under Paragraph 5;and 7.3 liquidated damages,or if no liquidated damages are specified in the Construction Contract,actual damages caused by delayed performance or non-performance of the Contractor. 8. If the Surety elects to act under Paragraph 5.1,5.3,or 5.4,the Surety's liability is limited to the amount of this Bond. 9. The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract,and the Balance of the Contract Price will not be reduced or set off on account of any such unrelated obligations.No right of action will accrue on this Bond to any person or entity other than the Owner or its heirs,executors,administrators,successors,and assigns. 10. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts,purchase orders,and other obligations. 11. Any proceeding, legal or equitable, under this Bond must be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and must be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond,whichever occurs first.If the provisions of this paragraph are void or prohibited by law,the minimum periods of limitations available to sureties as a defense in the jurisdiction of the suit will be applicable. 12. Notice to the Surety,the Owner,or the Contractor must be mailed or delivered to the address shown on the page on which their signature appears. 13. When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement will be deemed deleted therefrom and provisions conforming to such statutory or other legal requirement will be deemed incorporated herein.When so furnished,the intent is that this Bond will be construed as a statutory bond and not as a common law bond. 14. This bond is issued in compliance with Section 255.05,Florida Statutes(1987),as may be amended, which statute supersedes this bond to the extent of any conflict, and to the extent the Public Construction Bond coverage provided in such statute may be broader than this bond. supplies for the prosecution of the Work,furnish the Contractor with a notice that he intends to look to the bond for protection. Performance Bond(Continued) A claimant, except a laborer, who is not in privity with the Contractor and who has not received payment for his labor,materials,or supplies,shall,within 45 days after beginning to furnish labor, materials, or the Contractor with a notice that he intends to look to the bond for protection. A Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 67 claimant who is not in privity with the Contractor and who has not received payment for his labor, materials,or supplies shall,within 90 days after performance of the labor or after complete delivery of the materials or supplies, deliver to the Contractor and to the surety written notice of the performance of the labor or delivery of the materials or supplies and of the nonpayment. No action for the labor,materials,or supplies may be instituted against the Contractor or the surety unless both notices have been given. No action shall be instituted against the Contractor or the surety on the bond after 1 year from the performance of the labor or completion of delivery of the materials or supplies. 15. Definitions 1. Balance of the Contract Price—The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made including allowance for the Contractor for any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled,reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. 2. Construction Contract—The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents. 3. Contractor Default—Failure of the Contractor, which has not been remedied or waived, to perform or otherwise to comply with a material term of the Construction Contract. 4. Owner Default—Failure of the Owner, which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. 5. Contract Documents—All the documents that comprise the agreement between the Owner and Contractor. 2. If this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond will be deemed to be Subcontractor and the term Owner will be deemed to be Contractor. 3. Modifications to this Bond are as follows: Request for assigned bond number and for phone numbers of each party listed on the bond(Contractor,Surety,and Owner).Addition of Paragraph 14 and renumbering of the paragraphs thereafter. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 68 Opinion of Village Attorney This is to certify that I have examined the attached Contract Documents, that after such examination, I am of the opinion that such documents conform to the laws of the State of Florida,that the execution of the Contract and the Contract Bonds is in due and proper form,that the representative ofthe respective Contracting Parties have full power and authorityto execute such Contract and Contract Bond on behalf of the respective Contracting Parties and that the foregoing agreements constitute valid and binding obligations on such parties. Keith Davis,Esquire Attorney for Village of Tequesta This the day of 20 Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 69 (b Sample Notice to Proceed(NTP) DATE Contact name,title Company Address PROJECT: Project Name Dear(Contact), One fully executed copy of your Contract is enclosed. The commencement date is The following completion dates apply: Substantial Completion: 90 working days from Notice to Proceed) Final Completion: (115working days from Notice to Proceed) Your attention is invited to the provision whereby you shall start to perform your obligations under this Contract on the Commencement date,which shall begin the Contract Time. Village of Tequesta Utilities will monitor the progress of the work and conformance with the Contract. We look forward to working with you on this project. Sincerely, VILLAGE OF TEQUESTA PROJECT MANAGER Village of Tequesta POSITION,Department Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 70 Sample Work Change Directive Continue to Next Page Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 71 Work Change Directive No. Date of Issuance: Effective Date: Owner: Owner's Task Order No.: Contractor: Contractor's Project No.: Engineer: Engineer's Project No.: Project: Contract Name: Contractor is directed to proceed promptly with the following change(s): Description: Attachments:[List documents supporting change] Purpose for Work Change Directive: Directive to proceed promptly with the Work described herein,prior to agreeing to changes on Contract Price and Contract Time,is issued due to:[check one or both of the following] ❑Non-agreement on pricing of proposed change. ❑Necessity to proceed for schedule or other Project reasons. Estimated Change in Contract Price and Contract Times(non-binding,preliminary): Contract Price $ [increase] [decrease]. Contract Time days [increase] [decrease]. Basis of estimated change in Contract Price: ❑ Lump Sum ❑ Unit Price ❑ Cost of the Work ❑ Other RECOMMENDED: AUTHORIZED BY: RECEIVED: By: By: By: Engineer(Authorized Owner(Authorized Contractor(Authorized Signature) Signature) Signature) Title: Title: Title: Date: Date: Date: Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 72 Approved by Funding Agency(if applicable) By: Date: Title: Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 73 Sample Change Order Continue to next Page Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 74 Change Order No. Date of Issuance: Effective Date: Owner: Owner's Task Order No.: Contractor: Contractor's Project No.: Engineer: Engineer's Project No.: Project: Contract Name: The Contract is modified as follows upon execution of this Change Order: Description: Attachments: [List documents supporting change] CHANGE IN CONTRACT PRICE CHANGE IN CONTRACTTIMES [note changes in Milestones if applicable] Original Contract Price: Original Contract Times: Substantial Completion: $ Ready for Final Payment: days or dates [Increase][Decrease] from previously approved Change [Increase][Decrease]from previously approved Change Orders No. to No. Orders No. to No. Substantial Completion: $ Ready for Final Payment: days Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 75 $ Ready for Final Payment: days or dates [Increase][Decrease]of this Change Order: [Increase][Decrease]of this Change Order: Substantial Completion: $ Ready for Final Payment: days or dates Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial Completion: $ Ready for Final Payment: days or dates RECOMMENDED: ACCEPTED: ACCEPTED: By: By: By: Engineer(if required) Owner(Authorized Contractor(Authorized Title: Title Title Date: Date Date Approved by Funding Agency(if applicable) By: Date: Title: Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 76 Exhibit C proposal(Continuedi If awarded the Contract,the undersigned agrees to execute the proposed Agreement/Contract and provide required Insurance within fifteen(15)calendar days from the date set forth in the Notice of Intent to Award or Notice of Award,which ever one is received first,and to fully complete all necessary work within the Contract Times specified below after date of written Notice to Proceed,with such extensions of time as are provided for In the General Conditions. Coded Durations for Name of Prniect Scope: Substantial Completion:9D working days from Notice to Proceed Final Completion:11S working days from Notice to Proceed The undersigned understands the Contract Time starts on the date of Notice to Proceed.The undersigned understands the Contract Times include Contractor obtaining permits,complete shop drawing submittal, and all other work required to complete the Work in full. The undersigned agrees that all bid documents issued for this project,including addenda,have been reviewed and site visits performed,as necessary to provide a comprehensive bid.The undersigned acknowledges receipt of 2 (hwart number)Addenda for this project. The undersigned agrees to provide release of liens for all subcontractors and suppliers during the course of the contract with each payment application. The undersigned acknowledges that payments made by the Village of Tequesta wRl be made via check and vendor will provide the Village of Tequesta with the information required to make the CONTRACTOR a vendor in the Village of Tequesta system. The undersigned is aware that the Inspector General of Palm Beach County has the authority to investigate and audit matters relating to the negotiation and performance of this contract and in furtherance thereof may demand and obtain records and testimony from the contractor and its subcontractors and lower tier subcontractors. The contractor understands and agrees that in addition to other remedies and consequences provided by law, the failure of the contractor or its subcontractors or lower der subcontractors to fully cooperate with the Inspector General when requested may be deemed by the municipality to be a material breach of this contract justifying its termination. THIS SPACE WAS INTENTIONALLY LEFT BLANK PROCEED TO NEXT PAGE va18geofTequeMPa48cwerbo"MM " Tequan Oda aMjeitsiM OonP,oW Vap31 VAIji"Ciedes ADA Compliance Statement Form The Village of Tequesta stnVes to be an inclusive environment.As such,it Is the Village's policy to comply with the requirements of Title 11 of the American with Disabilities Act of 1990("ADA")by ensuring that the Contractor's[agreement/bid documents and specifications]are accessible to Individuals with disabilities.To comply with the ADA,the Contractor shall provide a written statement Indicating that all[agreement/bid documents and specifications],from Contractor,including files, Images,graphics,text,audio,video,and multimedia,shall be provided in a format that ultimately conforms to the Level AA Success Criteria and Conformance Requirements of the Web Content Accessibility Guidelines 2.0(Dec.11,2008)("WCAG 2.0 Level AA"),published by the World Wide Web Consortium("W3C"),Web Accessibility Initiative("WAI"),available at the Web Content Accessibility Guidelines page. Required Confirmation: I Gone&Graham,Inc. (print or Type Name of firm),have read the above compliancy statement and confirm the agreement,bid documents and specifications,Including files,Images, graphics,text,audio,video,and multimedia,contained within this bid packet are accessible to Individuals with disabilities and conforms to the level AA Success Criteria and Conformance Requirements o€ttre Web ContentAccessiblllty Guidelines 2.0. L Representative Signature 01/29/2026 Date THIS SPACE WAS INTENTIONALLY LEFT BLANK PROCEED TO NEXT PAGE Vltage of Tguaka PubkWorb oeraanad T"U"M ante moos Restoration P-JM Page 51 Bid Bond *This page should be clearly marked with a tab for easy identification during the bid opening process. Bidder Surety Name: Cone&Graham, Inc. Name: Zurich American Insurance Company Phone: (813)623-2856 Phone: (847)605-6000 Address(principal place of business): Address(principal place of business): 5101 Cone Road,Tampa, FL 33610 1299 Zurich Way, 10th Floor, Schaumburg, IL 60196 Owner Bid N Village of Tequesta Project(name and location): ties Department Phone: 561-746-5134 PROJECT NAME Address(principal place of business): Project Location Tequesta Drive Bridge Restoration 345 Tequesta Drive Construction Project Tequesta,FL 33469 Village of Tequesta,Florida Bid Due Date: February 4 2025 Bond Penal Sum: 5%of Total Bid Amount Date of Bond: February 4,2025 Surety and Bidder,intending to be legally bound hereby,subject to the terms set forth in this Bid Bond, do each cause this Bid Bond to be duly executed by an authorized officer,agent,or representative. Surety affirms it is authorized to do business in the State of Florida,and the Village of Tequesta,and as having an Agent resident therein. Bidder Surety Cone&Gra m Inc. Zurich American Insurance Company (F 1 for iame o idder) (Full formal name of Surety)(corporate seal) By: _�i _ y: (Signature) (Signature)(Attach Power of Name: 9.4 ] C—; '�!ot�Slc,f _ Name: Francis T.O'Reardon (Printed or tvped) (Printed or typed) Title: Title: Attorney-In-Fact Attest: Atl:4�A ( nature)-r e Name: TO Name: Laura (Printed or typed) P (Printed or typed) Title: r Title: Witness Notes:(1)Note:Addresses are to be used fbr giving any required notice.(2)Provide execution by any additional parties,such as joint venturers,if necessary. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 55 Bid Bond(CQntinued! 1. Bidder and Surety,jointly and severally, bind themselves,their heirs,executors, administrators, successors,and assigns to pay to Owner upon default of Bidder the penal sum set forth on the face of this Bond.Payment of the penal sum is the extent of Bidder's and Surety's liability.Recovery of such penal sum under the terms of this Bond will be Owner's sole and exclusive remedy upon default of Bidder. 2. Default of Bidder occurs upon the failure of Bidderto deliver within the time required bythe Bidding Documents (or any extension thereof agreed to in writing by Owner)the executed Agreement required bythe Bidding Documents and any performance and payment bonds,Power of Attorney(s), and Certificate(s)of Insurance required by the Bidding Documents. 3. This obligation will be null and void if: a. Owner accepts Bidder's Bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds, Power of Attorney(s),and Certificate(s)of Insurance required by the Bidding Documents,or b. All Bids are rejected by Owner,or c. Owner fails to issue a Notice of Award to Bidder within the time specified in the Bidding Documents (or any extension thereof agreed to in writing by Bidder and, if applicable, consented to by Surety when required by Paragraph 5 hereof). 4. Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner,which notice will be given with reasonable promptness, identifying this Bond and the Project and including a statement of the amount due. 5. Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Bidder,provided that the total time for issuing Notice of Award including extensions does not in the aggregate exceed 120 days from the Bid due date without Surety's written consent. 6. No suit or action will be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is received by Bidder and Surety,and in no case later than one year after the Bid due date. 7. Any suit or action under this Bond will be commenced only in a court of competent jurisdiction located in the state in which the Project is located. 8. Notices required hereunder must be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier,or by United States Postal Service registered or certified mail,return receipt requested, postage pre-paid, and will be deemed to be effective upon receipt by the party concerned. 9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer,agent,or representative who executed this Bond on behalf of Surety to execute,seal,and deliver such Bond and bind the Surety thereby. 10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond will be deemed to be included herein as if set forth at length.If any provision of this Bond conflicts with any applicable statute,then the provision of said statute governs and the remainder of this Bond that is not in conflict therewith continues in full force and effect. 11. The term"Bid"as used herein includes a Bid,offer,or proposal as applicable. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 56 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation ofthe State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Illinois,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois(herein collectively called the"Companies"),by Robert D.Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute,and appoint Francis T.OREARDON,Joseph D.JOHNSON,III,Joseph D.JOHNSON,JR.Brett A.RAGLAND,Tyler RAGLAND, all of Orlando,Florida,its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 9th day of March,A.D.2023. ,s�C+fYMY Ly V'S �C pOpPO/�t� "Do ''s �SEALm =x oSEALms$5i' ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND By: Robert D.Murray Vice President 9_)t2LViL A�_-- By: Dmvn E.Brown Secretary State of Maryland County of Baltimore On this 9th day of March, A.D.2023, before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D. Murray,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly swom,deposeth and saith,that helshe is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. Y1r�I� NorM_� I,a Bahia Noun Pubbc M,Comma Eapu-&pmmb,,30,2023 Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances,stipulations,undertakings,or other like instruments on behalf of the Company,and may authorize any officer or any such attomey-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May,1994,and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May,1990, RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President,Secretary,or Assistant Secretary of the Company,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attomey issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 4th day of February 2026 Fell �'�i`' _ SEAL" = 5�SEALm ' By: Mary Jean Pethick Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299Zurich Way Schaumburg,IL 60196-1056 reoo;tsfclaimstrr zL:richna.com 800-6264577 Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790 Bid Proposal Bidding Company Name:Cone&Graham, Inc. Village of Tequesta DEPARTMENT 345 Tequesta Drive Tequesta,FL 33469 The undersigned,as Bidder,hereby declares that the only Persons,company,or parties interested in the Proposal or the Contract to be entered into,as principals,are named herein;and that this Proposal is made without connection with any other person,company,or parties making a Bid or Proposal;and that it is in all respects fair and in good faith without collusion or fraud. That the Bidder has carefully and to his full satisfaction examined the attached Instructions to Bidders, General Conditions,Supplementary Conditions,detailed Specifications,and Form of Contract and Bond, together with the accompanying plans,and that Bidder has read all addenda issued prior to the opening of Bids;and that Bidder has fully examined the site and the project documents and hereby agrees to furnish, unless otherwise provided, all implements, machinery, equipment, transportation, tools, materials,supplies,labor and other things necessary to the prosecution and completion of the work,to wit: Scope of Work provided in the Bid Documents. It is proposed that the project herein described shall be constructed for the Unit Prices as follows on the Bid Schedule of Values,all in accordance with the requirements and provisions of the Contract Documents. Village of Tequesta Public Worb Department Tequesta Drive arWge Restoration Project Page 30 Proposal(Continued) If awarded the Contract,the undersigned agrees to execute the proposed Agreement/Contract and provide required Insurance within fifteen(15)calendardays from the date set forth in the Notice oflotent to Award or Notice of Award,which ever one Is received first,and to fully complete all necessary work within the Contract Times specified below after date of written Notice to Proceed,with such extensions of time as are provided for In the General Conditions. Contra:*Durations for Name of EtWM Sca= Substantial Completion:90 working days from Notice to proceed Final Completion:11S working days from Notice to proceed The enders fined understands the Contract Time starts on the date of Notice to Proceed.The undersigned understands the Contract Times include Contractor obtaining permits,complete shop drawing submittal, and all other work required to complete the Work in full. The undersigned agrees that all bid documents issued for this project,Including addenda,have been reviewed and site visits performed,as necessary to provide a comprehensive bid.The undersigned acknowledges receipt of 2 (Insert number)Addenda for this project. The undersigned agrees to provide release of Hens for all subcontractors and suppliers during the course of the contract with each payment application. The undersigned acknowledges that payments made by the Village of Tequesta will be made via check and vendor wig provide the Village of Tequesta with the information required to make the CONTRACTOR a vendor in the Village of Tequesta system. The undersigned is aware that the Inspector General of Palm Beach County has the authority to investigate and audit matters relating to the negotiation and performance of this contract and in furtherance thereof may demand and obtain records and testimony from the contractor and Its subcontractors and lower tier subcontractors. The contractor understands and agrees that In addition to other remedies and consequences provided by law, the failure of the contractor or its subcontractors or lower tier subcontractors to fully cooperate with the Inspector General when requested may be deemed by the municipality to be a material breach of this contract justifying its termination. THIS SPACE WAS INTENTIONALLY LEFT BLANK PROCEED TO NEXT PAGE Valegeof Te*m%Pub&warb D"arbmM TeqL-+odwe[mpoeebratbnPraim Page 31 Propml lContInue& The undersigned states that this bid proposal is the only proposal for this project In which he is Interested and certifies that all of the Information provided in this bid proposal N true and correct. SUBMITTAL DATE 02/04/2026 FIRM NAME Gone&Graham,Inc. FEDERAL EMPLOYER IDENTIFICATION NUMBER(FEIN) 59-1925201 (if the e� as o FEIN,Include the Social Security Number of the Individual signing this Proposal GNA F ESPONSIBLE OFFICIAL PRINT NAME AND TITLE OF RESPONSIBLE OFFICIAL Robert Graham/President EMAIL ADDRESS OF RESPONSIBLE OFFICIAL Lcorrigan@conegraham.com BUSINESS ADDRESS 5101 Cone Rd,Ta Via,FL 33610 BUSINESS TELEPHONE 561-727-3939 STATE OF INCORPORATION Florida FULL NAMES AND ADDRESSES OF PERSONS OR PARTIES INTERESTED IN THE FOREGOING BID,AS PRINCIPALS: Robert Graham-President David Tozlosk -Vice President,Robert Graham-Treasurer David os os y-Secretary FULL NAME,TITLE,EMAIL ADDRESS,AND PHONE NUMBER OF PERSON MANAGING THE WORK UNDERTHIS CONTRACT; Lee Corrigan-561-400-1662 2172 NW Reserve Park Trace,Port St.Lucie,FL 34986 I IRW of Tequam Publk wmb oapntmmit Tagmb DNw 6Adga RatmaDan Poled Page 31 Bid Schedule of values Name of Project BIDDINGCOMPANYNAME: Cone&Graham, Inc. MATED QUkNTrIy UNIT PRI[E SCHEDULE A.COMMON ITEMS Mobilization/Demobilization(Not 18. to exceed 5%of bid items 4-17 LS 1 $ 36,905.00 S 36,905.00 1b. pro act Bonds&Insurance LS i 14,000.00 $ 14,000.00 General Conditions(Not to exceed Is 1c. 10%of bid Items 4-19 i $73,811.00 $ 73 811.00 2. Maintenance of Traffic tS 1 $ p $ 104,450.00 Prevention,Control,And 3. Abatement Of Erosion And Water LS 1 Pollution $ 18 000.00 $18 000.00 TOTAL SCHEDULE A ITEMS 1-3 $ 247 166.00 SCHEDULE B:REPAIRS 4. Clean and Coat(Concrete) IS 1 $ 221,000.00 $ 221 000.00 5. Concrete Spell Repair CF 7 $ 2,450.00 6. Expansion Joint LF 348 $ .00 $ 70 296.00 Clean and Coat(Steel Sheet Pile 7' Wall) SF 1200 $ 60.00 $ 72 000.00 Remove and Replace SSP C S0. Channel Pile Cap LF 160 $ 167.00 $ 26 720.00 9. Spandrel Panel Repair IS i $ 250,000.00 $250,000.00 10. Spandrel Panel Rock Veneer EA 2 $25,000.00 $ 50,000.00 .11. Weep Drain Maintenance EA 12 $ 150.00 $ 1,800,00 vwspof Ter{uesta R*AC wab owmwene Tl""eft Drew BNP K"towtlee PMjM Page 33 12. Vinyl Sheet Pile LS 1 23,000,00 $ S 23 000.00 13, Sod Restoration SF 6700 $ 0.50 $ 3,350.00 Contingency:Concrete Crack 14. Repair(Epoxy Injection) LF 100 $ 70.00 g 7,000.00 Contingency:Concrete Crack 15. Repair(Route&Seal) LF 100 $ 25.00 g 2,500.00 Contingency:Steel Sheet Pile 16. Patch Repair EA l0 $450.00 $4,500.00 Allowance:Concrete Restoration 17. CF 10 (Beneath Cladding) $ 350.00 g 3,500.00 TOTAL SCHEDULE 8:(ITEMS 4.17)_ $ 738,116.00 TOTAL BID PRICE:(SCHEDULES A,8)(ITEMS 1.17)_ $985,282.00 TOTAL BID PRICE(SCHEDULES A,e)(ITEM -17)IN WORDS:. nine hundred eighty five thousand two hundred eighty two oliars OWNER SIGNATURE. PRINT Robert Graham DATE 01/29/2026 V01ep of Tequesta Pubik Worb Department Tequesta Drive Bridge Restastlon Project Page 34 CotitTact r Safely Quall ficaftin Form,JContinuedi 3.4 Ust the contact Information for an insurance broker who can verify your EMR's: Name: Johnson and Company Address is 801 N. Oran a Ave Suite 510 Address 2: City,State,Zip: Orlando. FL 32801 Telephone No.: 407-843-1120 If you do not have an EMR,please explain: SECTION 4:INJURY AND FATALITY INFORMATION 4.1 Please transfer the numbers and rates of injuries and illnesses from your flrm's OSHA No.200 Lop to the table below: Year: 2025 Year:2024 Year: 2023 Statistic No. Rate No. Rate No. Rate Lost Workday Cases 2 0 1 Restricted Workday 5 Cases 0 1 Medical Treatment 11 2 6 not First Aid)Cases Total Illness Cases 1 1 1 Total Recordable 11 2 6 Cases Fatalities 0 0 0 4.2 If your company has had fatalities in the past three years include location,cause and corrective actions In the space below: Contractor Safety Qualification Form(Continuedl VolegeofTepuesbWM Waft ft""" m Tequnta DrNe Badge Be wmaon no)** Page 47 SECTION S:SAFETY MEETINGS 5.1 Do you require that documented safety meetings be held for. - Field Supervisors? Yes_No Frequency: Daily - Employees?✓Yes_No Frequency: Daily - New Hires?2 Yes_No Frequency:Daily - Subcontractors?%L Yes—No Frequency: Daily SECTION 6:SAFETY AUDITS 6.1 Willa representative of your company audit safety practices on this job? [Yes _No Name: Adam Schumacher Title: Safety Coordinator How frequently will the representative visit the project site? Dail SECTION 7:HEALTH AND SAFETY PROGRAM _ 7.1 Does the company have a health and safety program? If yes,please give details below. (The contractor Is encouraged to attach a copy of the program to satisfy this requirement). Yes,safety manuel. 7.2 Please give the name and telephone number of your company s health and safety officer,if any: Name: Adam Schumacher Title: Safety Coordinator Telephone No.: 561-284-2395 SECTION g:HEALTH AND SAFETY CITATIONS 8.1 Attach a list of any State or Federal Health and Safety citations received during the past three Years- None SECTION 9:SIGNATURE OF COMPANY OFFICER I certify that to the best of my knowledge,Information,and belief formed after reasonable inquiry, the Information submitted is true,accurate,and complete. /1 Name(print): ftbe draham Titte: President Signature: Date: 1/29/2026 VBiage of requesta PAUc WoAe Department 'requorb Drive Bridge Reiteration Project Page 49 INSURANCE/SURETY 60140S JOHN!OH MPANY To Whom It May Concern, RE: Cone&Graham,Inc. Workers Compensation EMR The Experience Modification Rates(EMR)for the captioned contractor are as follows: 2025 - .86 2024 - 1.00 2023 - 1.00 2022 - 1.06 If you have any questions,please feel free to contact our office. Yours very truly, Francis T.O'Reardon Resident Florida Agent P.O.Drawer 672•Orlando,FL 32802-0672•801 N.Orange Avenue,Suite 510•Orlando,FL 32801-5202 (407)843-1120 (800)331-3379•FAX(407)843-5772 Drug Free Workplace Certificate I,the undersigned,in accordance with Florida Statute 287.087,hereby certify thatCone&Graham,Inf;.F"t or Type i 1. Publishes a written statement notifying that the unlawful manufacture,distribution,dispensing, possession,or use of a controlled substance is prohibited In the workplace named above,and specifying actions that will be taken against violations of such prohibition. 2. Informs employees about the dangers of drug abuse in the workplace; the firm's policy of maintaining a drug-free working environment and available drug counseling,rehabilitation,and employee assistance programs;and the penalties that may be Imposed upon employees for drug- use violations. 3. Gives each employee engaged in providing commodities or contractual services that are under bid or proposal a copy of the statement specified above. 4. Notifies the employees that as a condition of working on the commodities or contractual services under bid or proposal,the employee will abide by the terms of the statement and will notify the employer of any conviction of or plea of guilty or nob contendere to any violation of Chapter 1893 or any controlled substance law of the State of Florida or the United States for a violation occurring In the workplace,no later than 5 days after such conviction,and requires employees to sign copies of such written statement to acknowledge their recelpt. 5. Imposes a sanction on or requires the satisfactory participation in a drug-abuse assistance or rehabilitation program,If such Is available in the employee's community,by any employee who is so convicted. L Makes a good faith effort to continue to maintain a drug-free workplace through the Implementation of the drug-free workplace program. "As a person authorized to sign this statement,I certify that the business,firq,or corporation named above complies fully with the requirements set forth herein." Authorized Signature 016 U2O26 State of: Florida Date Signed - courntyof: Saint Lucie Sworn to and subscribed before me this 29day of January 20 26 Personal known or Produced Identification (Specify Type of Identification) 5 re of Notary My Commission Expires Dec 26,2026 ru'... KRYSTINA DERIENZO Notary?Lo!: State of Florida cc, riss�or;HH 307597 ' my Comm.Exaires Dec26,2 226 �" Bonded throL vat;cnal Notary Assn. V111ap ofTeq- ►ubkwarlao"mUmnt Teluesta DAm Oddae ReReratla+Pmleet Pane SO E-VerityAffidavit In accordance with Section 448.095,F.S.,Contractor acknowledges and agrees to utilize the U.S. Department of Homeland SecurWs E-VerHy System to verify the employment eligibility oh 1. All persons employed by the Contractor to perform employment duties within Florida during the term of the contract,and 2. All persons(including SUBCONTRACTORS)assigned by the Contractor to perform work pursuant to the contract.The Contractor acknowledges and agrees that use of the U.S. Department of Homeland Security's E-Verify System during the term of the contract is a condition of the contract with the Village of Tequesta. The contractor further agrees to retain sufficient evidence of their enrollment in the E-Verify System and provide such evidence to the Village of Tequesta upon request.Sufficient evidence shall consist of a printed copy of the completed E-Verify Company Profile page,obtained from https://www.e-verifygov. Contractor also agrees to obtain from each of its subcontractors/subconsuitants an affidavit stating that the subcontractor/subconsultant does not employ,contract with,or subcontract with an Unauthorized Allen,as that term is defined In Section 448.095(1)(k),F.S.Contractor further agrees to maintain a copy of any such affidavit from a subcontractor/subconsultant for,at a minimum,the duration of the subcontract and any extension thereof. By affixing your signature below,you hereby affirm that you will comply with all E Verify requirements. Cone ham Inc. 59-1925201 Co any me Federal Employer Identification No. 25- 1/29/2026 Signature Date Robert Graham President Print Name Title STATE OF FLORIDA COUNTY OF Florida The foregoing instrument was acknowledged before me by means of/physical presence or/online notarization,this01/29t2026idate) by Robert Graham (name of officer or agent, title of officer or agent) of Cone&Graham Inc. (name of contractor company acknowledging),a Florida (state or place of incorporation)corporation,on behalf of the corporation. He/she is personally known to me or has produced (type of identification)as identification. [Notary Seal] Notary Public Krystina DeRienzo RIENZO KRYSTINA DE Name typed,printed or stamped Notary Pubiic-Slate of Florida Commission#HH 307597 'E d My Comm.Expires Dec 26,2026 My Commission Expires: Dec 26,2026 Borded through National Notary Assn. V01ageofTequemPtblk Waft Copkiient Tequatq Dfire&Idp Rettiaratlon P§roJatt Page 49 `y A p o9i m y pa r a a y f d n c 3 m � m � ; a d V o G h 3 m '� O `C n ° Z 1t1 fll 0 O O m O N N n a a 'O O O O ••f a v ' ao S" c a' S1 ? a a S 3 3 3 m T� ,7y 3 a O IN trtE 3 '� N r d K to co P. N A d �% O v � A O Zr 3 � a In, o � .r X 'r N k 2 m (� In m w T -i to N n w - p N o O w w r m t+ ? O v 2 p p tnD N C W r O A N i A m C1 � p O v o N 0 pi o A o s o � Gf D A uAf .'r 7 p d A N O N = a 3 n _ o n n m n H Z m D K m m 3 < m v A ;a K O Z ci m n O N Y N Zo y A Y c cp c C a � A 0 a Q 4 �1 2 M N �nnbsg d as m — z, C N M Vl N 1✓ r4 n a a a � N Trench Safety Bidder acknowledges that Included in the various Items of the proposal and In the Total Bid Price are costs for complying with the Florida Trench Safety Act(90-96,laws of Fla.)effective October.1,1990. The bidder further Identifies the costs to be summartzed below. TRENCH SAFETY MEASURE EXTENDED UNITS OF UNIT UNIT A. N/A B. C. D. Failure to complete the above may result in the bid being declared non-responsive. THIS SPACE WAS INTENTIONALLY LEFT BLANK PROCEED TO NEXT PAGE vmage erreauea Pubre Waft DeWrW* Tequam orM ft%p ae on fto*dt Page S4 Bid Proposal Bidding Company Name:Cane&Graham, Inc. Village of Tequesta DEPARTMENT 345 Tequesta Drive Tequesta,Fl.33464 The undersigned,as Bidder,hereby declares that the only Persons,company,or parties interested in the Proposal orthe Contract to be entered into,as principals,are named herein;and that this Proposal is made without connection with any other person,company,or parties making a Bid or Proposal;and that it is in all respects fair and in good faith without collusion or fraud. That the Bidder has carefully and to his full satisfaction examined the attached Instructions to Bidders, General Conditions,Supplementary Conditions,detailed Specifications,and Form of Contract and Bond, together with the accompanying plans,and that Bidder has read all addenda issued prior to the opening of Bids;and that Bidder has fully examined the site and the project documents and hereby agrees to furnish, unless otherwise provided, all implements, machinery, equipment, transportation, tools, materials,supplies,labor and other things necessary to the prosecution and completion of the work,to wit: Scope of Work provided in the Bid Documents. It is proposed that the project herein described shall be constructed for the Unit Prices as follows on the Bid Schedule of Values,all in accordance with the requirements and provisions of the Contract Documents. Village of Tequesta Public Works Department Tequesta Drive Ill Restoration Project Page 30 Proposal(Continued) If awarded the Contract,the undersigned agrees to execute the proposed Agreement/Contract and provide required Insurance within fifteen(15)calendar days from the date set forth in the Notice of Intent to Award or Notice of Award,which ever one is received first,and to fully complete all necessary work within the Contract Times specified below after date of written Notice to Proceed,with such extensions of time as are provided for In the General Conditions. Contract Durations far NO=of Protect Scope: Substantial Completion:90 working days from Notcee to Proceed Final Completion:11S working days from Notice to Proceed The undersigned understands the Contract Time starts on the date of Notice to Proceed.The undersigned understands the Contract Times include Contractor obtaining permits,complete shop drawing submittal, and all other work required to complete the Work In full. The undersigned agrees that all bid documents issued for this project,including addenda,have been reviewed and site visits performed,as necessary to provide a comprehensive bid.The undersigned acknowledges receipt of 2 jhaert number)Addenda for this project. The undersigned agrees to provide release of liens for all subcontractors and suppliers during the course of the contract with each payment application. The undersigned acknowledges that payments made by the Village of Tequesta will be made via check and vendor will provide the Village of Tequesta with the information required to make the CONTRACTOR a vendor in the Village of Tequesta system. The undersigned Is aware that the Inspector General of Palm Beach County has the authority to Investigate and audit matters relating to the negotiation and performance of this contract and in furtherance thereof may demand and obtain records and testimony from the contractor and Its subcontractors and lower tier subcontractors. The contractor understands and agrees that in addition to other remedies and consequences provided by law, the failure of the contractor or its subcontractors or lower tier subcontractors to fully cooperate with the Inspector General when requested may be deemed by the municipality to be a material breach of this contract Justifying Its termination. THIS SPACE WAS INTENTIONALLY LEFT BLANK PROCEED TO NEXT PAGE vglage of Tequetta PAkwahs pep moat T Oda GrMseRotaaWnPonied Page31 Proposal(ConUnuedl The undersigned states that this bid proposal is the only proposal forthis project In which he is Interested and certifies that all of the information provided in this bid proposal Is true and correct. SUBMrrTAL DATE 02/04/2026 FIRM NAME Cone&Graham,Inc. FEDERAL EMPLOYER IDENTIFICATION NUMBER(FEIN) 59-192520 (ff the en tY as o FEIN,Include the Social Security Number of the Individual signing this Prowl GN SPON5161E OFFICIAL GG PRINT NAME AND TITLE OF RESPONSIBLE OFFICIAL Robert Graham/President EMAIL ADDRESS OF RESPONSIBLE OFFICIAL _Lc orrigan@coneg raham.com BUSINESS ADDRESS 5101 Cone Rd,Tampa,FL 33610 BUSINESS TELEPHONE 561-727-3939 STATE OF INCORPORATION Florida FULL NAMES AND ADDRESSES OF PERSONS OR PARTIES INTERESTED IN THE FOREGOING 610,AS PRINCIPALS: Robert Graham-President David Tozlosk -Vice President,Robert Graham-Treasurer David os os y-becrelary - FULL NAME,TITLE,EMAIL ADDRESS,AND PHONE NUMBER OF PERSON MANAGING THE WORK UNDERTHIS CONTRACT: Lee Corrigan-561-400-1662 2172 NW Reserve Park Trace,Port St.Lucie,FL 34986 villase of Tequesb PaWk Worb paparLaeM T*%4u t Ort a 6rWP Rastomdw Proba Page 32 Bid Schedule of Values Name of Project BIDDING COMPANY-NAME: Cone&Grahal», Inc. M STIMATED Sly UNIT PRICE EffiENDEDVAWE EDULE A:CQMMDN ITEMS Ia. Mobilization/Demobilization,Mobilization/Demobilization,(NotLS $ 36,905.40 36,905.00 to exceed 5%of bid Items 4-17 1 lb. Pro ect Bonds&Insurance IS 1 $ 14,000.00 $ 14,000.00 General Conditions(Not to exceed LS 10%of bid ltems44-19 1 $73,811.00 $ 73 811.00 2. Maintenance of Traffic LS 1 $ 0 S 104,450.00 Prevention,Control,And 3. Abatement Of Erosion And Water LS 1 Pollution $ 18 00.00 $181000.00 TOTAL SCHEDULE A ITEMS 1-31 s 247 166.00 EDULE B-REPAIRS 4. Clean and Coat(Concrete) LS 1 $ 221,000.00 9 221 000.00 5. Concrete Spell Repair CF 7 $ 35000 s 2,450.00 6. Expansion Joint LF 348 $ ZQ2.00 $ 70 296.00 Clean and Coat(Steel Sheet Pile 7' Wall) SF 1200 $ 60.00 $ 72 000.00 Remove and Replace SSP C LF 160 Channel Pile Cap $ 167.00 26 220.00 9. Spandrel Panel Repair IS 1 $ 250,000.00 $250,000.00 10. Spandrel Panel Rock Veneer EA 2 $25,000.00 $ 50,000.00 11. We Drain Maintenance EA 12 $ 150.00 $ 1,800.00 W188e of Te*M to Mac Wwb DlpeRment Tmtmft 0*0 MIP ReaMweon PMood Page 33 12. Vinyl Sheet Pile LS 1 23,000.00 $ S 23 000.00. 13. Sod Restoration SF 6700 $ 0.50 $ 3,350.00 Contingency:Concrete Crack 14. Repair(Epoxy Injection) LF 100 $ 70.00 $ 7,000.00 Contingency:Concrete Crack 15. Repair(Route&Seal) LF 100 $ 25.00 $ 2,500.00 Contingency:Steel Sheet Pile 16. Patch Repair EA 30 $450.00 4,500.00 Allowance:Concrete Restoration 17. CIF SO(Beneath Cladding) $ 350.00 $ 3,500.00 TOTAL SCHEDULE B:(ITEMS 4-17)_ $ 738,116.00_ TOTAL BID PRICE:(SCHEDULES A,B)(ITEMS 1-17)_ $985,282.00 TOTAL BID PRICE(SCHEDULES A,8)(ITE -17)INwORDs: nine hundred eighty five thousand two hundred eighty two f Ilars OWNER SIGNATU PRINT Robert Graham DATE 01/29/2026 Viiage of Tequene Pubic Worb Department TagLMU Dfte Bridge Rateratton Project Page 34 List of Subcontractors/Suooliers Bidder shall riot below Information regarding subcontractors and suppliers who will perform work or labor or render service,or supply materials to the prime contractor in or about the construction of the Work or Improvement,or subcontractors licensed by the State who,under subcontract to the prime contractor, specially fabricates and installs a portion of the Work or improvement according to the plans and specifications,in an amount in excess of two percent(2%)of the prime contractor's Total Bid Price.Failure to comply with this requirement may render the Bid non-responsive and may cause Its rejection. Work to be Performed/ Subcontractor Percent of Subcontractors Materials to be Smpaed Ucense Number Total Comet Name&Address None Note: Provide licenses,certifications,experience,and qualification forms for those subcontractors listed above.Attach additional pages as needed. Wlegeof TequeM Poo Werra pOt Mm nt Tequafa Oda§rM a ReeOmetlon PmJM pap 35 Qualification Reouirements (Complete these pages entirety and include with Sealed 614.Attach copies of applicable Licenses) THE UNDERSIGNED GUARANTEES THE TRUTH AND ACCURANCY OF ALL STATEMENTS AND ANSWERS HEREIN CONTAINED: A. Any information for which OWNER cannot corroborate Is grounds for rejection of Bid.(use additional sheets as needed to provide the required information.) B. State the numbers of years your organization has been doing business in the State of Florida: 47 years -- — — — 1. We typically perform 90 %of the work with our own faces.Ust trades below for which your organization is qualified to self-perform on this project: Please see attached Certificate of Qualifications 2. Has Bidder ever failed to complete awarded work? NO If so,state where,when and why: 3. State the location of the office from which this contract will be managed. 2172 NW Reserve Park Trace, Port St. Lucie, FL U986 vmaaaafrevuemvaeaa Waft D"Wn 1 TegMm D"aridte R9MMUM Promo nags 36 Qualification geguireMents(Continued) 4. State the number of employees available to complete the work contemplated by this contract. 50 5. Provide the name, experience and resume of the Project Manager who will be assigned to this contract,if awarded.Include number of years in this position and with this company.if less than 3 years with this company provide name and contact information for previous employer. (Attach additional pages as necessary). Lee Corrigan-see attached resume 6. Provide name,experience and resume of the Project Superintendent who will be assigned to this contract,if awarded.Include number of years in this position and with this company.If less than 3 years with this company provide name and contact information for previous employer. (Attach additional pages as necessary). Anthony Quinn Wright-see attached resume 7. List equipment owned by Contractor to be utilized in completion of the Work identified for this contract.(Bidder certifies that all listed equipment meets requirements set forth in instructions to bidders,section 3)(Attach additional pages as necessary). Please see attached list of Cone&Graham owned equipment 8. List equipment to be rented by Contractor to complete the Work of this contract.(Attach additional pages as necessary). None Village of Tequesta Pubac Works Department Tequesta Drive Bridge R"Wradon Project Page 37 Contractor Safety Qualification Form(Continued) 3.4 List the contact information for an insurance broker who can verify your EMR's: Name: Johnson and Company Address 1:801 N.Orange Ave Suite 510 Address 2: Cty,State,Zip: Orlando, FL 32801 Telephone No.: 407-843-1120 If you do not have an EMR,please explain: SECFION 4:INJURY AND FATAUTY INFORMATION 4.1 Please transfer the numbers and rates of injuries and illnesses from your firm's OSHA No.200 Logs to the table below: Year: 2025 Year..2024 Year: 2023 Statistic No. Rate No. Rate No. Rate Lost Workday Cases 2 0 1 Restricted Workday 5 0 1 Cases Medical Treatment not First Aid Cases 11 2 6 Total Illness Cases 1 1 1 Total Recordable 11 Cases 2 6 Fatalities 0 0 0 4.2 if your company has had fatalities in the past three years include location,cause and corrective actions In the space below: Contractor Safety Qualification Form(Continued) Village of Tequeste Pubac wort Dwra"M Tequ&M Otte arWV Re toneon Freed Page 47 SECTION 5:SAFETY MEErNGS 5.1 Do you require that documented safety meetings be held for: Field Supervisors?V Yes_No Frequency: Daily Employees?\/Yes_No Frequency: Daily New Hires?2zy.s—No Frequency: Daily Subcontractors?t,[Yes_No Frequency: Daily SECTION 6:SAFETY AUDITS 6.1 Will a representative of your company audit safety practices on this job? ,[Yes —No Name: Adam Schumacher _Title: Safety Coordinator How frequently will the representative visit the project site? Daily SECTION 7:HEALTH AND SAFETY PROGRAM 7.1 Does the company have a health and safety program? If yes,please give details below. (The contractor Is encouraged to attach a copy of the program to satisfy this requirement). Yes,safety manuel. 7.2 Please give the name and telephone number of your company's health and safety officer,If any: Name: Adam Schumacher Title: Safety Coordinator Telephone No.: 561-284-2395 SECTION 8:HEALTH AND SAFETY CITATIONS 8.1 Attach a list of any State or Federal Health and Safety citations received during the past three Years, None SECTION 9:SIGNATURE OF COMPANY OFFICER I certify that to the best of my knowledge,Information,and belief formed after reasonable inquiry, the Information submitted istrue,accurate,and complete. Name(print): be Graham —Tide: President signature: Date: 1/29/2026 vgiage of Tequesta Public WorbDepartment Terimu Orin Bridge Restorev"Project Page 49 E-VerifvMdavit In accordance with Section 448.095,F.S.,Contractor acknowledges and agrees to utilize the U.S. Department of Homeland Securitys E-Verfy System to verify the employment eligibility of: 1. All persons employed by the Contractor to perform employment duties within Florida during the term of the contract;and 2. All persons(Including SUBCONTRACTORS)assigned by the Contractor to perform work pursuant to the contract The Contractor acknowledges and agrees that use of the U.S. Department of Homeland Securitys E-Verify System during the term of the contract is a condition of the contract with the Village of Tequesta. The contractor further agrees to retain sufficient evidence of their enrollment in the E-Verify System and provide such evidence to the Village of Tequesta upon request.Sufficient evidence shall consist of a printed copy of the completed E-Verify Company Profile page,obtained from https://www.e-verify.gov. Contractor also agrees to obtain from each of its subcontractors/subconsultants an affidavit stating that the subcontractor/subconsuitant does not employ,contract with,or subcontract with an Unauthorized Allen,as that term is defined in Section 448.095(1)(k),F.S.Contractor further agrees to maintain a copy of any such affidavit from a subcontractor/subconsukant for,at a minimum,the duration of the subcontract and any extension thereof. By affixing your signature below,you hereby affirm that you will comply with all E-Verify requirements. Con I c. 59-1925201 Coy+ any me Federal Employer Identification No. 1/29/2026 Signature Date Robert Graham President Print Name Title STATE OF FLORIDA COUNTY OF Florida The foregoing instrument was acknowledged before me by means of/physical presence or/online notarization,thisO1/29l2O26ldate)by Robert Graham (name of officer or agent, title of officer or agent) of Cone&Graham Inc. (name of contractor company acknowledging),a Florida (state or place of incorporation)corporation,on behalf of the corporation. He/she Is personally to me or has produced (type of Identification)as Identification. [Notary Seal) Notary Public Krystina DeR)enzo KRYSTINA DERIENZO Name typed,printed or stamped M 4? Notary RUbtic•State of Florida Commission d HH 307597 My Comm.Expires Dec 26,2026 My Commission Expires: Dec 26,2026 Borded through National Notary Assn. village of Tequeo Po6Re Waft oeortmeet Tequa ore ermge Reamtlon ftiest Page 49 drug Free Workplace Certificate 1,the undersigned,in accordance with Florida Statute 287.087,hereby certifythatCone&Graham,Inc.FVht or Type i 1. Publishes a written statement notifying that the unlawful manufacture,distribution,dispensing, possession,or use of a controlled substance Is prohibited In the workplace named above,and specifying actions that will be taken against violations of such prohibition. 2. Informs employees about the dangers of drug abuse In the workplace;the firm's policy of maintaining a drug-free working environment and available drug counseling,rehabilitation,and employee assistance programs;and the penalties that may be Imposed upon employees for drug- use violations. 3. Gives each employee engaged In providing commodities or contractual services that are under bid or proposal a copy of the statement specified above. 4. Notifies the employees that as a condition of working on the commodities or contractual services under bid or proposal,the employee will abide by the terms of the statement and will notify the employer of any conviction of or plea of guilty or nob contendere to any violation of Chapter 1893 or any controlled substance law of the State of Florida orthe United States for a violation occurring In the workplace,no later than 5 days after such conviction,and requires employees to sign copies of such written statement to acknowledge their receipt. S. Imposes a sanction on or requires the satisfactory participation in a drug-abuse assistance or rehabilitation program,If such is available in the employee's community,by any employee who is so convicted. 6 Makes a good faith effort to continue to maintain a drug-free workplace through the implementation of the drug-free workplace program. "Asa person authorized to sign this statement,I certify that the businesfi or corporation named above complies fully with the requirements set forth herein." 7 Authorized Signature 01/29/2026 State of: Florida Date Signed County of: Saint Lucie Sworn to and subscribed before me this 29day of January 20 26 Personal known or Produced Identification..__-._�._.__.... (Specify Type of Identification) A--)'S1l- ure of Notary My Commission Expires Dec 26,2026 KRYSTINA DERIENZO /,•�� ' Notary?LOX•State of Florida Cc, rrisssor,HH 307597 My Corrrr.`_xaires Dec 26,2026 Bonded thror.Sh vat:nai Notary Assn. vftp of Tepuata Pubacwa b tbpamnent - Tegaertaadve 8 Ndge ftftrofte proleat page SO Village Clerics ADA Compliance S=r ent Can., The Village of Tequesta strives to be an Inclusive environment.As such,it Is the Village's policy to comply with the requirements of Tltie it of the American with Disabilities Act of 1990("AOA")by ensuring that the Contractors[agreement/bid documents and specifications)are accessible to Individuals with disabilities.To comply with the ADA,the Contractor shall provide a written statement Indicating that all[agreement/bid documents and specifications),from Contractor,including files, Images,graphics,text,audio,video,and multimedia,shall be provided In a format that ultimately conforms to the Level AA Success Criteria and Conformance Requirements of the Web Content Accessibility Guidelines 2.0(Oec.11,2008)("WCAG 2.0 Level AA"),published by the World Wide web Consortium("MC),Web Accessibility Initiative("WAI"),available at the Web Content Accessibility Guidelines page. Required Confirmation: 1 Cone&Graham,Inc. (Print or Type Name of Firm),have read the above compliancy statement and confirm the agreement,bid documents and specifications,including files,Images, graphics,text,audio,video,and multimedia,contained within this bid packet are accessible to Individuals with disabilities and conforms to the Level AA Success Criteria and Conformance Requireemmerkts al t)re Web Content Accessibility Guidelines 2.0. Representative Signature 01/2912026 Date THIS SPACE WAS INTENTIONALLY LEFT BLANK PROCEED TO NEXT PAGE VUlap of reaueM Pa6gcwab DgwM et Taquaft onto 6AdRRaemaaae Protaa Page 51 Sworn Statement On Public Entity Crimes THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted to Cone&Graham,Inc. [print name of the public entity] by Robert Graham/President [print individuars name and title] for Cone&Graham,Inc. [print name of entity submitting sworn statement] whose business address is 5101 Cone Rd,Tampa,Fl-33610 and(if applicable)its Federal Employer Identification Number(FEIN)is: 59-1925201 (If the entity has no FEIN,include the Social Security Number of the individual signing this sworn Statement: ) 2. 1 understand that a"public entity crime"as defined in Paragraph 287.133(1)(g),Florida Statutes. means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States,including,but not limited to,any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud,theft, bribery, collusion, racketeering, conspiracy,or material misrepresentation. 3. 1 understand that"convicted" or"conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes means a finding or guilt or a conviction of a public entity crime,with or without an adjudication of guilt,in any federal or state trial court of record relating to charges brought by indictment or information after July 1,1989,as a result of a jury verdict,nonjury trial,or entry of a plea of guilty or nolo contendere. 4. 1 understand that an"affiliate"as defined in Paragraph 287.133(1)(a),Florida Statutes.means: 1. A predecessor or successor of a person convicted of a public entity crime: or 2. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term affiliate includes those officers,directors,executives,partners,shareholders,employees,members,and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person,or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement,shall be a prima facie case that one person controls another person.A person who knowingly enters into a joint venture with a person who has been convicted of a Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 52 public entity crime in Florida during the preceding 36 months shall be considered an affiliate. S. 1 understand that a"person"as defined in Paragraph 287.133(i)(e),Florida Statutes,means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter Into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity,or which otherwise transacts or applies to transact business with a public entity. The term"person"includes those officers,directors, executives, partners, shareholders, employees, members, and agents who are active In management of an entity. 6. Based on Information and belief,the statement which I have marked below is true in relation to the entity submitting this sworn statement. [indicate which statement applies.] Neither the entity submitting this sworn statement,nor any officers,directors,executives, partners,shareholders,employees,members,or agents who are active in the management of the entity,nor any affiliate of the entity,has been charged with and convicted of a public entity crime subsequent to July 1,1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity,or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1,1999. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity,or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1.1989.However,there has been a subsequent proceeding before a Hearing Officer of the State of Florida,Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not In public Interest to place the entity submitting this sworn statement on the convicted vendor list. [attach a copy of the final order] I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1(ONE)ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND,THAT THIS FORM IS VAYR THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED,i ALSO UNDERST,AdD,4HAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONT XCESSOFTHETHRESHOLDAMOUNTPROVIDEDINSECTION297.017,FLORIDASTATUTES FO GO NY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. (signature) Sworn to and subscribed before me this 29 day of January 2026 Personally known Robert Graham OR Produced identification Notary Public—State of Florida My commission expires Dec 26,2026 KrVstina DeRienzo _ KRYSTINA DERIENZjda, (Printed typed or stam ommission d notary public) / Notary Public-State of CommissionHH 307oµv Cocm.Expires Dec 2BonEeC through National Not vulage of Tequesta Pubac works Department Tequeste ofire Bridge Restoration Proiett Page 53 Trench Saferi Bidder acknowledges that included In the various Items of the proposal and in the Total Bid Price are costs for complying with the Florida Trench Safety Act(9D-96,laws of Fla.)effective October 1,1990. The bidder further identifies the costs to be summarized below. TRENCH SAFETY MEASURE EXTENDED UNITS OF UNIT UNIT i J A. N/A B. C. D. Failure to complete the above may result in the bid being declared non-responsive. THIS SPACE WAS INTENTIONALLY LEFT BLANK PROCEED TO NEXT PAGE V19WofreaueftnEbticW=k5D"MAM s T04WIMWw &OPaeamotlonPre}et Page54 Bid Bond *This page should be clearly marked with a tab for easy identification during the bid opening process. Bidder Surety Name: Cone&Graham, Inc. Name: Zurich American Insurance Company Phone: (813)623-2856 Phone: (847)605-6000 Address(principal place of business): Address(principal place of business): 5101 Cone Road,Tampa,FL 33610 1299 Zurich Way,10th Floor, Schaumburg, IL 60196 Owner Bid Nam Village of Tequesta Project(name and location): Utli ies Department Phone: 561-746-5134 PROJECT NAME Project Location Address(principal place of business): Tequesta Drive Bridge Restoration 345 Tequesta Drive Construction Project Tequesta,FL 33469 Village of Tequesta, Florida Bid Due Date: February 4 2025 Bond Penal Sum: 5%of Total Bid Amount Date of Bond: February 4,2025 Surety and Bidder,intending to be legally bound hereby,subject to the terms set forth in this Bid Bond, do each cause this Bid Bond to be duly executed by an authorized officer,agent,or representative. Surety affirms it is authorized to do business in the State of Florida,and the Village of Tequesta,and as having an Agent resident therein. Bidder Surety Cone&Graxm-)Inc. Zurich American Insurance Company / (Fy!for Zameoidder) (Full formal name of Surety)(corporate seal) By: /l (Signature) (Signature)(Attach Power of Name: Name: Francis T.O'Reardon (Printed or typed) (Printed or tvped) Title: Title: Attorney-In-Fact Attest: Atte ( ' nature) a e Name: �a1t� TOZS Name: Laura (Printed or typed) (Printed or typed) Title: Title: Witness Notes:(1)Note:Addresses are to be used Ar giving any required notice.(2)Provide execution by any additional parties,such as joint venturers,if necessary. Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page 55 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Illinois,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois(herein collectively called the"Companies"),by Robert D.Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute,and appoint Francis T.O'REARDON,Joseph D.JOHNSON,III,Joseph D.JOHNSON,JR.Brett A.RAGLAND,Tyler RAGLAND, all of Orlando,Florida,its true and lawful agent and Attomey-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 9th day of March,A.D.2023. A"Gtwzi, 9 I�N91'Ry, {t1C. s P0/{q �I`,o C µ'oge n SEALm�t oSFAt.m s_a`4 ei3F-AL`"i= n„ . ATTEST: "ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND By: Rober[D.Murray Vice President �GLI•thL ��t,gU>�--� By: Dmvn E.Brown Secretary State of Maryland County of Baltimore On this 9th day of March, A.D.2023, before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D. Murray,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. Ira Be hw Not Nbbc Mr Co—ss,on Expires Sep—ber 30,2023 Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790 9IDD£RS SMEMENT OF DISPUTES,LITIGATION,AREITRATION AND SURETY,COMPLETION FOR I AST THREE 131 YEARS PROJEQ NAME AND HAME ANQ DATE OF AMC) AREA QLSBM STAB ADDRESS OF PHONE OF co OWNEROR OWNER OR FNGINFER ENGINEER REPRESENTATIVE N/ VHlageofTequestaPVblkwbi OaMRmeet Tequeab Ddn aeldga Rost v t1m Pier Page ST Documents to be Executed by Village Village of Tequesta Public Works Department Taquesta Orin Bridge Restoration Project Page 58 AC,O CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) Ila..r' 1 01/30/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT, If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ONTACT Erin Condlin NAME: Johnson&Company PHONE . (407)843-1120 F^xtic Not: (407)843-5772 AODR 801 N Orange Avenue sss: econdlin@johnsonandcompany.net Suite 510 INSURERS AFFORDING COVERAGE HAIC 0 Orlando FL 32801 INSURERA: Travelers Indemnity Company 25658 INSURED INSURER B: Travelers Property Casualty Company of America 25674 Cone&Graham,Inc. INSURER C: Charter Oak Fire Insurance Company 25615 P.O.Box 310167 INSURER D: TRAVELERS EXCESS&SURPLUS LINES COMPANY INSURER E: Tampa FL 33680 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2522717939 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY LTR TYPE OF INSURANCE INSD WVD POLtCYNUMBER MM/DD/VYYY MWon LIMITS X COMMERCIAL GENERAL DABILITY tGENERALAGGREGATE OCCURRENCE $ 1.000,000 `ETB PERTE' CLAIMS-MADE OCCUR MISES Ea occurren $ )( Contractual EXP(Any one person) $ A Marine General Liability Y VTC2K-CO-4R63176A-IND-25 03/01/2025 03/01/2026 ONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: $ 2,000,000 POLICY X PRO LOC DUCTS-COMP/OP AGG $ 2,000,000 JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED VTC2K-CAP4R631771-IND-25 03/0112025 03/01/2026 BODILY INJURY(Per accident $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTVDAMAGE $ AUTOS ONLY AUTOS ONLY Par. tcidant PIP-Basic $ 10,000 X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 5,000.000 B ExCESSLIAL CLAIMS-MADE CUP4R631795-25-25 03101/2025 03/01/2026 AGGREGATE $ 5,000,000 DED I I RETENTION$ r $ WORKERS COMPENSATION X STATUTE ERH AND EMPLOYERS'LIABILITY ANY PR OPRIETOR/PARTNERJEXECUTNE YIN E.L.EACH ACCIDENT $ 1,000,000 C OFFICERIMEMBEREXCLUDED? N/A UB-A767961A•25-25-D 03101i2025 03/01/2026 (Mandatory in NH) E.L.DISEASE EA EMPLOYEE $ 1,000,000 It yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Leased/Rented: $1.6 Million D ConVacto Installation Floater rs Equipment OT-630-A7633827-TXS-25 03/01/2025 03/01/2026 Installation Floater Limit: $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached U.—apace is required) RE:TEOUESTA DRIVE BRIDGE RESTORATION PROJECT Palm Beach County,Village of Tequesta is added as an Additional Insured in regards to the General Liability if required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Palm Beach County ACCORDANCE WITH THE POLICY PROVISIONS. 2300 N.Jog Road AUTHORIZED REPRESENTATIVE West Palm Beach FL 33411 W 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD INSURANCE/SURETY BONDS JOHNSON NY To Whom It May Concern, RE: Cone&Graham,Inc. Workers Compensation EMR The Experience Modification Rates(EMR)for the captioned contractor are as follows: 2025 - .86 2024 - 1.00 2023 - 1.00 2022 - 1.06 If you have any questions,please feel free to contact our office. Yours very truly, Francis T.O'Reardon Resident Florida Agent P.O.Drawer 672•Orlando,FL 32802-0672•801 N.Orange Avenue,Sulte 610•Orlando,FL 32801-5202 (407)843-1120 (800)331-3379•FAX(407)843-5772 7o m c n r � p d m d m a@ gy s m c a 'm rai m' a E d a o a m c N�p 3 m z m o A O C_ A m m o 0. O O m o N K n c a o o O C m C 0 G NIm= o N N eA N u, n' o > t0� G to A N o an ? a N M r O Z M ry S rn m y ,o^p co O z 3 o w w R p 3 A ° = r 3 m 0 o ry rt m nn O w =' 3 < o x O < N O m W N T A Z T n llf _S W T -1 Ln N C1 w o o 0 o w r w .- 4 o c m m o w r m 3 o cow 'm = m fm o or sp cNi m o °' A 4P Ij rn D o ? p A D w a w G7 ° Z r�•r y n n S a I n m a } n 10 n 71 N o _ % N N z * w D G1 t° v 70 z A m m c m O Z K N n m n ° w c 70 2 N mIQ O C C a m o a o w e z o H 9 a CL a d d A ' m M a 3 3 a t� r m a C N -0 V N w d N With over 20 years of experience in civil construction,Lee is a seasoned Project Lee Corrigan Manager and Estimator known for delivering infrastructure projects with precision, efficiency,and quality.Skilled in all phases of construction—from pre-construction Construction estimating and bid development to project execution and closeout—he has Estimator/Project successfully managed marine,roadway,bridge,and site development projects Manager ranging from small municipal improvements to large-scale transportation and utility infrastructure. Lee brings a deep understanding of cost control,scheduling,and subcontractor PROFESSIONAL coordination,ensuring projects are completed safely,on time,and within budget. PROFILE: Recognized for strong leadership and communication skills,he fosters collaboration Lee Corrigan has 20 among field teams,clients,and stakeholders to achieve project goals while years'experience in maintaining the highest standards of safety and quality. Marine and Heavy Construction. RELEVANT EXPERIENCE: Owner:SJRWMD—Crane Creek M1 Canal LICENSES: Brevard County,FL:Project Manager -Certified General Contractor Completed September 2025 Approximately$20,000,000.00 CGC1521194 Cone&Graham,Inc.completed construction on the Crane Creek/M-1 Canal Flow Restoration Project,a critical water quality improvement initiative in Brevard YEARS OF County,Florida.Originally constructed more than a century ago to divert stormwater EXPERIENCE:20 from the St.Johns River Basin to the Indian River Lagoon,the M-I Canal has long contributed to nutrient pollution in the lagoon,fueling harmful algal blooms and degrading ecological health. CONS Led by the St.Johns River Water Management District,the restoration project was designed to reverse this legacy impact by redirecting stormwater westward for GRAHAM treatment prior to discharge into the St.Johns River.The project aimed to reduce HEAVY CONSTRUCTION nutrient loading to the Indian River Lagoon while restoring a sustainable base flow—approximately 7 million gallons of freshwater per day—to the St.Johns River for potential use as an alternative water supply. The scope of work included installation of an operable weir within the M-I Canal, two stormwater pumping stations(east and west of the St.Johns Heritage Parkway), dual 24-inch diameter force mains,and the construction of a stormwater treatment area west of Interstate 95.The operable control structure was engineered to maintain existing flood control capacity while capturing runoff for redirection.The treatment area filters nutrient-laden stormwater before it reenters the natural hydrologic flow. Cone&Graham,Inc.coordinated closely with project stakeholders and funding partners—including the Florida Department of Environmental Protection and Brevard County's Save Our Indian River Lagoon Program—to ensure successful delivery of this multi-million dollar effort.Upon completion,the project is expected to eliminate approximately 24,000 pounds of nitrogen and 3,100 pounds of phosphorus annually from entering the lagoon.The Crane Creek 1 M-1 Canal Flow Restoration Project represents a major step forward in restoring balance to Florida's interconnected water systems,supporting both environmental recovery and regional water resiliency. Owner:SFWMD—S-6 Pump Station Bridge Palm Beach County,FL:Project Manager Completed March 2025 Approximately$4,000,000.00 Cone&Graham,Inc.completed the construction of a new four-span bridge over the spur canal adjacent to the S-6 Pump Station,providing critical infrastructure improvements to support water management operations in the area.The project, accessed via Browns Farm Road,required close coordination with the District to manage site access and maintain operational security throughout construction. The scope of work began with the demolition and removal of the existing double- barrel 8'x9'box culvert.Following removal,Cone&Graham,Inc.excavated a portion of the spur canal to achieve the specified design cross section and applied embankment stabilization to reinforce the canal banks. The new bridge structure consists of a prestressed deck slab superstructure supported by prestressed concrete pile bents. Due to the presence of dense rock formations at the site,foundation installation required pre-drilling to specified depths prior to pile driving.To protect the surrounding environment,all work was completed without the use of blasting. The project also included the construction of new roadway approaches,which featured lime rock base riding surfaces and asphalt pavement.Additionally,Cone&Graham,Inc.constructed the S-6 Shared T-Platform in collaboration with the United States Geological Survey(USGS),enhancing the site's long-term functionality for both water management operations and future monitoring efforts. The successful completion of this project improved canal stability,enhanced vehicular and operational access across the spur canal,and provided vital infrastructure to support ongoing water management efforts in the region. Owner:SJRWMD—S-157 Control Structure Brevard County,FL:Project Manager Completed January 2025 Approximately$5,000,000.00 The project scope focused on restoring the structural integrity and operational reliability of this vital flood control structure.Work included repairing damaged and aging reinforced concrete components,addressing wear and corrosion on the anchored steel sheet pile wing walls,and performing surface preparation and painting to extend the lifespan of these elements. Cone&Graham,Inc.also repaired and repainted the structure's three steel roller gates,each measuring 25.8 feet wide by 9.6 feet high and weighing approximately 21,000 pounds.The team replaced both upstream and downstream safety barriers,installed new staff gauges for accurate water level monitoring,and upgraded perimeter fencing to improve site security. In addition to structural repairs,miscellaneous site work was completed to ensure compliance with USACE requirements and maintain the operational readiness of the structure.The successful completion of the S-157 rehabilitation project helps preserve critical flood control infrastructure that supports water management and environmental protection in the region. Owner:FDOT/Indian River County—CR612 at 74th Ave Indian River County,FL:Project Manager Completed April 2024 Approximately$9,000.000.00 Cone&Graham,Inc.replaced the existing two-lane bridge on CR 61218th Street over Lateral Canal C,as part of an infrastructure improvement project led by the Florida Department of Transportation(FDOT)District Four.The project included the dredging of Lateral Canal C,reconstruction of the approaching roadway to connect to the new bridge,and updates to signage and pavement markings. During construction,the intersection of CR 61218th Street and 74th Avenue was fully closed,with detours in place to guide traffic.This bridge replacement enhances connectivity and provides a safer,more durable structure for the community, supporting long-term infrastructure resilience. Owner:FDOT—66"Ave Widening from 491"street to 73rd street Indian River County,FL:Project Manager Completed March 2024 Approximately$5,000,000.00 Converted an existing 2 lane roadway and bridges to 4 lanes to include turning lanes with landscaped medians.Total of 5 multi span bridges.661"Ave bridge was constructed over the North Relief Canal.53`d,571h•61s`and 651h bridges were constructed over the Lateral A canal.All were 18"square concrete piling,FL Slab Beams with a superstructure cover pour. Bridges accommodate multiple sidewalks for pedestrian traffic. Owner:City of Port Saint Lucie—Floresta Drive Improvements Phase 2 Saint Lucie County,FL:Project Manager Completed July 2023 Floresta Drive was a 3 phase job in order to keep traffic open.On Floresta Drive over Elkcam waterway,Cone&Graham removed an existing 2 span bridge.Replaced with 3 span new bridge.Overall length of bridge is 150'2".Removed the pedestrian bridge and relocated it to a local park.Remote vibration was used on all comers of the bridge adjacent to the homes.This bridge had a 8-foot raised median,two I 1-foot travel lanes,two 7-foot bike lanes,4-foot shoulder,two 6 foot 6 inch sidewalks.Traffic railing 32"vertical shape with a 2 rail pedestrian bullet rail.We used FSBs,riprap,rubble,bank and shore and 24"prestressed piles. Owner:FDOT Brant Drive Bridge Replacement Palm Beach County,FL:Estimator&Project Manager Completed:March 2023 This project consisted of the complete removal of the existing bridge,construction of a new 175'long 3 span bridge using F.S.B's with a cast in place deck topping.Also included in this project were riprap,drainage,road work,milling,paving, lighting and electrical. Owner:St Johns Water Management District.Management 96D Structure Rehabilitation Indian River County,FL:General Manager Completed August 2021$1,523,676.50 C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S- 96D Structure.The work included temporary cofferdams and dewatering,a preconstruction joint inspection of the structure to determine the extent of hydro demolition of deteriorated concrete,concrete surface restoration,concrete spall repair concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of miscellaneous metals,repair and painting of the roller gate,fence and handrail demolition and replacement,replacement of the upstream and downstream safety barriers and staff gages,and installation of riprap.Reference:Marc Van Heden 321- 676-6604 mvanheden@sjrwmd.com Structure Discharge Capacity: 1000 CFS Volume of Dewatering:8-acre feet Owner:FDOT.Turnpike Mainline Over Ten Mile Creek St.Lucie County,FL:Jacking Coordinator Completed April 2021 Cone&Graham was a subcontractor to OHLNA for the Jacking of the end spans on bridge#940072 which is Turnpike Mainline over 10 Mile Creek.This project consisted of removal of the existing riveted C-channel crossmembers, modification of existing crossmember connection plates,fabrication,and installation of new larger crossmembers to support the loads from jacking,jacking and removal of the existing bearing pad assemblies,and rehabilitation of concrete pedestals.All work was completed under live traffic and eliminated the shutdown of the turnpike Owner:FDOT.Turnpike(CR 712)Midway Road over Turnpike St.Lucie County,FL:Jacking Coordinator Completed September 2020 Cone&Graham was a subcontractor to OHLNA for the Jacking of the end spans on bridge#940050 Midway Road over Turnpike to replace the end bent bearing pads with new neoprene pads and sole plates.All jacking was performed at night under a complete closure of CR612.This project included the installation of temporary lateral bridge restraints,removal of the existing bearing pad assemblies,rehabilitation of concrete pedestals,installation of new weld in place steel angle bracing,steel painting,and installation of fabricated steel keeper assemblies. Owner:St Johns Water Management District.96C Structure Rehabilitation Indian River County,FL:Project Manager Completed August 2020,$1,985,000.00 C&G was contracted by SJRWMD to provide all materials,Tabor,and equipment necessary for the rehabilitation of the S- 96C Structure.Generally,the scope shall include installing a temporary ACB mattress bypass spillway,cofferdams and dewatering,a pre-construction joint inspection of the structure to determine the extent of concrete repairs required, concrete surface preparation,concrete surface patching,concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of steel sheet piling and miscellaneous metals,repair and painting of the roller gate,replacement of the hydraulic operator with an electric cable drum hoist,fence demolition and replacement,replacement of the upstream and downstream safety barriers and staff gauges,and placement and repair of riprap.Reference:Marc Van Heden 321-676-6604 mvanheden@sjrwmd.com Structure Discharge Capacity: 1500 CFS Volume of Dewatering:9.93-acre feet Owner:St Johns Water Management District. 96B Structure Rehabilitation Indian River County,FL:Project Manager Completed July 2019,$1,651,290.0.0 Cone&Graham was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation ofthe S-96B Structure.The work included temporary cofferdams and dewatering,a preconstruction joint inspection of the structure to determine the extent of hydro demolition of deteriorated concrete,concrete surface restoration,concrete spall repair concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of miscellaneous metals,repair and painting of the roller gate,fence and handrail demolition and replacement,replacement of the upstream and downstream safety barriers and staff gages,and installation of riprap.Reference:Marc Van Heden 321-676-6604 mvanheden@sjrwmd.com Structure Discharge Capacity: 1000 CFS Volume of Dewatering: 14.4-acre feet FPL PFM Flood Wall: Design Build of a+t-450 WF of Water Tight Steel Sheet Pile Wall Position:Estimator and Project Manager Project Value:$750,000.00 Scope: The scope of this project was to develop a water tight wall design that would hold back potential storm surge from flooding the plant and could be installed within a 10'wide work area delineated by the top of canal bank and live pressurized natural gas lines that were activly supplying fuel to the turbine generators within the plant.Lee developed a steel sheet pile wall design that utilized an interlock sealant that expands after it is driven to crest water tight sheet pile interlocks.To install the sheet pile Lee brought in a specialized mini crane that was able to set and drive the sheet pile with a combination of vibratory hammer and air impact hammer. Waterway Park Jupiter Florida: Position:Estimator and Project Manager Project Value:$5,000,000.00 Scope: The Project involved installation of approximatley 180011'of steel sheet pile,18001f of of steel reinforced concrete cap,three double boat ramps,dreding,dewatering,and construction of concrete floating dock system with aluminum gangways,installation of riprap and construction of a 1201f timber fishing pier. Torry Island Fishing Pier,Belle Glade: Position:Estimator and Project Manager Project Value:$800,000.00 Scope: Demolition of the existing 3000sf timber pier,grading of the existing shoreline,installsation of+/-1000tons of riprap,installation of concrete piling,construction of three concrete access ramp abutments,construiction of the heavy timber substructure,installation of premium decking,construction of timber handrailings,and the design build of an aluminum floating dock with an aluminum gangway. FPL Canaveral Plant Manatee Heating Area Relocation,Cocoa Florida: Position:Project Manager Project Value:$1,500,000.00 Scope: The Project Consisted of the demolition of approximatly 60OLF of Vinyl Sheet Pile within the plant intake canal, 1500cy of diver assisted hydraulic dredging, Construction of a geotube dewatering area for the dredging system,design and implementation of dredge system, installation of+/-8001f vinyl sheet pile,Installation of+/-1000'of 10"and 18"underwater hot water piping system to heat the manatee heating area as well as misc.site work. Anthony "Quinn" Wright is a seasoned Civil and Heavy Construction General Superintendent with 35 years of hands-on field leadership and project oversight experience.Known for driving complex infrastructure projects to safe,on-time,and high-quality completion, Quinn brings a deep understanding of site operations, team coordination,and problem-solving in fast-paced environments.A dedicated Anthony"Quinn" family man with strong roots and values, he prides himself on mentoring crews Wright and fostering a culture of safety and accountability. RELEVANT EXPERIENCE: General Superintendent Owner:SJRWMD-Crane Creek M1 Canal Brevard County,FL:Project Manager PROFESSIONAL Completed September 2025 Approximately$20,000,000.00 PROFILE Cone&Graham,Inc.completed construction on the Crane Creek I M-1 Canal Flow Restoration Project,a critical water quality improvement initiative in Brevard County,Florida.Originally constructed more than a Quinn has 35 years of century ago to divert stormwater from the St.Johns River Basin to the Indian River Lagoon,the M-1 Canal bridge Construction has long contributed to nutrient pollution in the lagoon,fueling harmful algal blooms and degrading experience. His general ecological health. superintendent duties include Led by the St.Johns River Water Management District,the restoration project was designed to reverse this roadway projects that consist legacy impact by redirecting stormwater westward for treatment prior to discharge into the St.Johns River. of bridge repair,replacements The project aimed to reduce nutrient loading to the Indian River Lagoon while restoring a sustainable base and widenings. flow—approximately 7 million gallons of freshwater per day—to the St.Johns River for potential use as an alternative water supply. The scope of work included installation of an operable weir within the M-1 Canal,two stormwater pumping stations(east and west of the St.Johns Heritage Parkway),dual 24-inch diameter force mains,and the CERTIFICATIONS: construction of a stormwater treatment area west of Interstate 95,The operable control structure was - OSHA10-Hour engineered to maintain existing flood control capacity while capturing runoff for redirection.The treatment Construction Safety area filters nutrient-laden stormwater before it reenters the natural hydrologic flow. OSHA 30 Hour Cone&Graham,Inc.coordinated closely with project stakeholders and funding partners—including the Pile Driving Inspectors Florida Department of Environmental Protection and Brevard County's Save Our Indian River Lagoon Qualification Course- Program—to ensure successful delivery of this multi-million dollar effort.Upon completion,the project is CTQP expected to eliminate approximately 24,000 pounds of nitrogen and 3,100 pounds of phosphorus annually ACI Concrete Field from entering the lagoon.The Crane Creek I M-1 Canal Flow Restoration Project represents a major step - forward in restoring balance to Florida's interconnected water systems,supporting both environmental Technician-Level 1 recovery and regional water resiliency - ACI Concrete Field Technician-Level 2 Owner:SFWMD-S•6 Pump Station Bridge - Florida Advanced Work Palm Beach County,FL:Project Manager Zone Traffic Control Completed March 2025 Approximately$4,000,000.00 Course(ATTSA) Cone&Graham,Inc.completed the construction of a new four-span bridge over the spur canal adjacent to Certified Slings&Supply the S-6 Pump Station,providing critical infrastructure improvements to support water management - operations in the area.The project,accessed via Browns Farm Road,required dose coordination with the - Advanced Rigging District to manage site access and maintain operational security throughout construction. Course The scope of wok began with the demolition and removal of the existing double-barrel 8'x9'box culvert. - Certified Crane Signal Following removal,Cone&Graham,Inc.excavated a portion of the spur canal to achieve the specified Course design cross section and applied embankment stabilization to reinforce the canal banks. - IVES - Certified The new bridge structure consists of a prestressed deck slab superstructure supported by prestressed Equipment Operator t concrete pile bents.Due to the presence of dense rock formations at the site,foundation installation Aerial Work Platform required pre-drilling to specified depths prior to pile driving.To protect the surrounding environment,all work was completed without the use of blasting. Boom Lift The project also included the construction of new roadway approaches,which featured lime rock base riding - First Aid Training surfaces and asphalt pavement.Additionally,Cone&Graham,Inc.constructed the S-6 Shared T-Platform in collaboration with the United States Geological Survey(USGS),enhancing the site's long-term functionality for both water management operations and future monitoring efforts. The successful completion of this project improved canal stability,enhanced vehicular and operational aNC a access across the spur canal,and provided vital infrastructure to support ongoing water management RAHAM efforts in the region. HEAVY CONSMUCitOH Owner:SJRWMD—S-157 Control Structure Brevard County,FL:Project Manager Completed January 2025 Approximately$5,000,000.00 The project scope focused on restoring the structural integrity and operational reliability of this vital flood control structure.Work included repairing damaged and aging reinforced concrete components,addressing wear and corrosion on the anchored steel sheet pile wing walls,and performing surface preparation and painting to extend the lifespan of these elements. Cone&Graham,Inc.also repaired and repainted the structure's three steel roller gates,each measuring 25.8 feet wide by 9.6 feet high and weighing approximately 21,000 pounds.The team replaced both upstream and downstream safely barriers,installed new staff gauges for accurate water level monitoring,and upgraded perimeter fencing to improve site security. In addition to structural repairs,miscellaneous site work was completed to ensure compliance with USAGE requirements and maintain the operational readiness of the structure.The successful completion of the S-157 rehabilitation project helps preserve critical flood control infrastructure that supports water management and environmental protection in the region. Owner:FOOT/Indian River County—CR612 at 74th Ave Indian River County,FL:General Superintendent Completed April 2024 Approximately$9,000.000.00 Removal of existing multi span bridge over Lateral canal C.Constructed a new multi span bridge consisting of 18"square concrete piling,FL Slab Beams with a superstructure cover pour.The new bridge has two 12 foot travel lanes with two 10 foot shoulders.Included roadway improvements,the existing rural dirt roads were converted to a new 2 lane urban section with 5 foot shoulders.Drainage upgrades,converted open drainage system to closed system 91 x 58 elliptical concrete RCP pipe with French drains. Completed in 320 days. Owner:FOOT—St Lucie West Blvd at SR911.95 Saint Lucie County,FL:General Superintendent Completed March 2024$4,373,683.24 This work is part of the St Lucie West Blvd widening project from Commerce Center Drive to Peacock Blvd in the City of Port Saint Lucie.Work on this project includes;constructing a new 3 lane East bound bridge over SR9/1-95,separated 10 feet from the existing bridge.We widened the St Lucie West Blvd to accommodate 2 Eastbound and West bound travel lanes,with a third East bound lane between the SR9/1-95 South bound and North bound ramps.Installed fencing retrofits on the North side of the existing West bound bridge and new fence railing on the East bound bridge. Owner:FOOT—661'Ave Widening from 490,street to 731d street Indian River County,FL:General Superintendent Completed March 2024 Approximately$5,000,000.00 Converted an existing 2lane roadway and bridges to 4 lanes to include turning lanes with landscaped medians.Total of 5 multi span bridges.6611 Ave bridge was constructed over the North Relief Canal,531d,571'61 u and 65t^bridges were constructed over the lateral A canal.All were 18'square concrete piling,FL Slab Beams with a superstructure cover pour.Bridges accommodate multiple sidewalks for pedestrian traffic. Owner:City of Port Saint Lucie—Floresta Drive Improvements Phase 2 Saint Lucie County,FL:Project Manager Completed July 2023 Floresta Drive was a 3 phase job in order to keep traffic open.On Floresta Drive over Elkcam waterway,Cone&Graham removed an existing 2 span bridge.Replaced with 3 span new bridge.Overall length of bridge is 1507.Removed the pedestrian bridge and relocated it to a local park.Remote vibration was used on all corners of the bridge adjacent to the homes.This bridge had a 8-foot raised median,two 11-toot travel lanes,two 7-foot bike lanes,4-foot shoulder,two 6 foot 6 inch sidewalks.Traffic railing 32'vertical shape with a 2 rail pedestrian bullet rail.We used FSBs,riprap,rubble, bank and shore and 24"prestressed piles. Owner:FOOT Brant Drive Bridge Replacement Palm Beach County,FL:Estimator&Project Manager Completed:March 2023 This project consisted of the complete removal of the existing bridge,construction of a new 175'long 3 span bridge using F.S.B's with a cast in place deck topping.Also included in this project were riprap,drainage,road work,milling,paving,lighting and electrical. Owner:FOOT.Turnpike(CR 712)Midway Road over Turnpike St.Lucie County,FL:General Superintendent Completed September 2020 C&G was a subcontractor to OHLNA for the Jacking of the end spans on bridge#940050 Midway Road over Turnpike to replace the end bent bearing pads with new neoprene pads and sole plates.All jacking was performed at night under a complete closure of CR612.This project included the installation of temporary lateral bridge restraints,removal of the existing bearing pad assemblies,rehabilitation of concrete pedestals,installation of new weld in place steel angle bracing,steel painting,and installation of fabricated steel keeper assemblies. Owner:FOOT.Turnpike Mainline Over Ten Mile Creek St.Lucie County,FL:General Superintendent Completed April 2021 C&G was a subcontractor to OHLNA for the Jacking of the end spans on bridge#940072 which is Turnpike Mainline over 10 Mile Creek.This project consisted of removal of the existing riveted C-channel crossmembers,modification of existing crossmember connection plates,fabrication and installation of new larger crossmembers to support the loads from jacking,jacking and removal of the existing bearing pad assemblies,and rehabilitation of concrete pedestals.All work was completed under live traffic and eliminated the shutdown of the turnpike. Owner:Broward County Sheridan over Turnpike Span 3 Impact Damage Repairs St.Lucie County,FL:General Superintendent Completed December 2022 C&G was contracted to perform emergency demolition and reconstruction of Span#3 on Sheridan Street Bridge over North bound turnpike.C&G developed plans,implemented M.O.T.,demolished the existing superstructure,removed the two broken beams,reinstalled 2 new 36"F.I.B's,formed the new bridge deck to match the existing,installed reinforcing steel,poured,and cured the new deck,formed and pours a new reinforce sidewalk and reinstalled the pedestrian fencing. Owner:FDOT.1.75 Express Lanes—Segment D/Sherldan Street Bridge Jacking(Design/Build) Broward County,FL:Structural Superintendent January 2015—April 2016$8,015,958.00 The work for this project involved the design and construction of approximately 3.7 miles of new Express Lanes in the median of 1-75 along with related interchange improvements. C&G served as the bridge contractor being responsible for the widening and raising and deck removal/replacement of the Sheridan Street Bridge and the construction of a new Express Lanes Bridge over the SFWMD C-11 Canal. C&G raised fiacked)the two spans of the Sheridan Street Bridge over 1-75 each in a single night.thereby minimizing traffic interruptions. This work was accomplished by raising eight(8)beams (approx.1,000,000 lbs.)simultaneously using a computerized hydraulic lacking system. C&G also developed and fabricated a specialty-lifting beam that was used to lift/raise the end spans of the Sheridan Street Bridge in one-night operations. Owner:FDOT.Turnpike Widen Heft from SR 836 to NW 10611 Street Miami-Dade County,FL:General Superintendent September 2019 Approximately$31,000,000.00 The work for this project includes 5 bridges at the intersection of 836 and the turnpike in Miami.C&G is serving as a bridge contractor being responsible for 5 bridges with an approximate value of$31 M.Extensive coordination and work is being done between CSX and C&G on a daily basis.Two of the five bridges are steel bridges: • Ramp A-2A over Heft,SR 836,CSXT RR,&NW 12"h Street 1637feet • Ramp B-3 over Heft,SR 836,CSXT RR,&NW 12e Street 1211feet All structural steel has been fabricated. I was able to complete this job 1 year ahead of schedule while holding the highest standards of safety. Reference:Gus Quesada 305-726-5981 gquesada@nmdceng.net Owner:Indian River County.SR 60 and 43nd Intersection Improvements Indian River County,FL:General Superintendent May 2020—July 2021$1,621,000.00 The scope of this project was to widen the existing bridge by adding 3 additional lanes of traffic.The work included,bridge demolition,driven pile foundations,cast in place concrete pile caps,installation of custom prestressed bridge beams,cast in place concrete superstructure,cast in place light weight concrete traffic separator.Reference:William Adams 813-927-6011 wadams@consoreng.com Owner:St Johns Water Management District.Management 96D Structure Rehabilitation Indian River County,FL:General Superintendent November 2020—August 2021$1,523,676.50 C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96D Structure.The work included temporary cofferdams and dewatering,a preconstruction joint inspection of the structure to determine the extent of hydro demolition of deteriorated concrete,concrete surface restoration,concrete spall repair concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of miscellaneous metals,repair and painting of the roller gate,fence and handrail demolition and replacement,replacement of the upstream and downstream safety barriers and staff gages,and installation of riprap.Reference:Marc Van Heden 321-676-6604 mvanheden@sjrwmd.com Structure Discharge Capacity:1000 CFS Volume of Dewatering:8-acre feet Owner:St Johns Water Management District.96C Structure Rehabilitation Indian River County,FL:General Superintendent November 2019—August 2020,$1,985,000.00 C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96C Structure.Generally,the scope shall include installing a temporary ACB mattress bypass spillway,cofferdams and dewatering,a pre-construction joint inspection of the structure.. to determine the extent of concrete repairs required,concrete surface preparation,concrete surface patching,concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of steel sheet piling and miscellaneous metals,repair and painting of the roller gate,replacement of the hydraulic operator with an electric cable drum hoist,fence demolition and replacement,replacement of the upstream and downstream safety barriers and staff gauges,and placement and repair of riprap.Reference:Marc Van Heden 321-676-6604 mvanheden@sjrwmd.com Structure Discharge Capacity:1500 CFS Volume of Dewatering:9.93-acre feet Owner:St Johns Water Management District.96B Structure Rehabilitation Indian River County,FL:General Superintendent November 2018—July 2019,$1,651,290.00 C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96B Structure.The work included temporary cofferdams and dewatering,a preconstruction joint inspection of the structure to determine the extent of hydro demolition of deteriorated concrete,concrete surface restoration,concrete spall repair concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of miscellaneous metals,repair and painting of the roller gate,fence and handrail demolition and replacement,replacement of the upstream and downstream safety barriers and staff gages,and installation of riprap.Reference:Marc Van Heden 321-676-6604 mvanheden@sjrwmd.com Structure Discharge Capacity:1000 CFS Volume of Dewatering:14.4-acre feet Owner:Palm Beach County.Sandalfoot Blvd&State Road 7 and SW 3b Street Palm Beach County,FL:General Superintendent January 2018—August 2019$1,700,000.00 The scope of work was to remove and replace two bridges in four phases.The work included bridge demolition,precast concrete sheet pile fabrication, installation of concrete pile and panel seawall,driven pile foundations,cast in place concrete substructure,placement of prestressed concrete deck units,post tensioning,cast in place concrete barrier walls,cast in place concrete approach slabs,and riprap. Reference:John Kopelakis 561-684- 4180 jkopelak@pbcgov.org Owner:FOOT.1.75 Express Lanes—Segments AIB(Design I Build) Broward and Dade Counties,FL:Structural Superintendent June 2015—April 2018 $52,686,232.54 The work for this project involved the design and construction of approximately 3.1 miles of new Express Lanes in the median of 1-75 along with 2.6 miles of work on the Turnpike(HEFT). C&G served as a bridge contractor being responsible for the construction of seven(7)new bridges. Four(4)of the bridges are of steel box girder construction,with lengths ranging from about 600 to 2,000 lineal feet.The others are of concrete beam construction. The work involved extensive coordination given its size and complexity. Reference:Ed Perez 561-248-0696 eperez@corradino.com Owner:FOOT.1.75 Express Lanes—Segment C(Design I Build) Broward County,FL:Structural Superintendent June 2014—May2017 $14,720,613.00 The work for this project involved the design and construction of approximately 3.6 miles of new Express Lanes in the median of I-75. C&G served as the bridge contractor being responsible for the phased demolition and reconstruction of the 4-span,452-foot long by 169-foot wide Miramar Parkway Bridge and the construction of the new Pembroke Road Overpass Bridge,a 452-foot long by 96-foot wide bridge.To minimize interruptions on 1-75, C&G completed the full demolition of the spans over 1-75 each in a period of approximately 50 hours. The Pembroke Road bridge construction included the setting of 170-foot long FIBS and a 600 cubic yard bridge deck pour that was completed in less than 10 hours minimizing traffic interruptions to the 1-75 traffic.Reference:Paul Lampley 954-790-2413 paul.lampley@dot.state.fl.us Owner:FDOT.Dixie Highway,Broward and Palm Beach County,FOOT District 4: Structural General Superintendent August 2009—July 2012 $39,525,385.00 ARRA Design Build of the Dixie Highway Project,steel box girder major bridge,from South of Hillsboro Blvd to north of the Hillsboro Canal including the realignment of Dixie Highway over the FEC Railroad. Mass Concrete Specialist. Reference: Nadir Rodrigues 954-7774385 nadir.rodrigues@dot.state.fl.us Owner:FDOT.Big John Monahan Bridge,Martin County,FOOT District 4: Structural General Superintendent March 2012—July 2014$31,906,521.00 This Design By project is a six span,900 foot long FIB beam bridge.The Design Build team shortened the bridge from 1400 feet to 900 feet using innovation and the acquisition of private property. This project abutted the CSX Railroad tracks. Reference: Kris Keheres 772-519-8843 kris.keheres@dot.state.fl.us Owner:FOOT.1.95 Bridges,Fort Pierce and St.Lucie County,FL: Structural General Superintendent. March 2011-May 2014$18,099,015.28 The Design Build project consisted of five bridges on 95 in Fort Pierce.Over SR-70(Okeechobee Road),Over SR-68(Orange Avenue),Kings Highway, Belcher Canal and Orange Avenue Ramp Bridge.A combination of steel and concrete.Mass Concrete Specialist.Reference:Chris Perez 786-600-5000 cperez@caoorp.net EQUIPMENT LIST UNIT# DESCRIPTION SERIAL# YEAR CRANES 401 TADANO GR-1000XL-4 RT CRANE RA0954 2021 403 MANITOWOC MCL150-1 CRANE 91501014 2022 616 TADANO GR-1000XL RT CRANE 548593 2014 626 TADANO GR-750XL RT CRANE 548967 2014 630 KOBELCO CK2750G CRAWLER CRANE 1D05-03215 2015 660 MANITOWOC MLC165-1182 TON CRANE 91651105 2017 674 MANITOWOC 11000 CRANE 110001210 2017 EXCAVAT ORS 431 CAT 330DL EXCAVATOR 2021 599 NEW HOLLAND EH215 LONG REACH EX N4DA21145 2005 675 BOBCATE35i MINI EXCAVATOR B3Y213501 2018 697 Komatsu PC240 Long Stick Excavator A22502 2020 LOADERS J BHL 405 DEERE 644P LOADER 1DW644PAJMLZ12578 2021 406 DEERE 644P LOADER 1DW644PATMLZ11927 2021 407 DEERE 644P LOADER 1DW644PAHNLZ13688 2021 413 DEERE 644P LOADER 1DW644PAJNLZ14073 2022 595 KOMATSU WA380-6LOADER A53256 2007 606 CAT 416E LOADER BACKHOE SHA02562 2007 617 Komatsu WA380-7LOADER A64510 2015 618 Komatsu WA380-7 LOADER A64564 2015 658 KOMATSU WA-380-8 LOADER QC A74329 2016 ROLLERS 686 CATERPILLAR CS54B VIB ROLLER LCS500935 2020 SMALL TRACTORS 400 L5060GST Kubota Tractor KBUL5DRCL8F40273 2020 LIFT TRUCKS 411 TOYOTA 8FD35U 8FD401.1-30541 2022 COMPACT EQUIPME NT RtED 84 NA Bidwell Work Bridge 123259 2023 568 I.C.E.1-46 HAMMER 30406A 2004 570 I.C.E.1-19 HAMMER 40302E 2004 572 I.C.E.22-30 VIBRATORY HAMMER V22821 2005 610 I.C.E.1-46 V2 HAMMER 110551A 2011 612 Pilco D36-32 Pile Hammer 627 2012 612A AIRMAN AIRCOMPRESSOR PDS185 B4-6B-43700 2019 614 ICE VIBRATORY HAMMER 44B V87112 2014 615 ICE ANGER AT75 2014 Auger1250 1987 32'Leads NA 642 MILLER WELDER BIG 40 MIL 907170 LINCOLN WELDER 577 BIDWEL PAVER 4800 48-20051087-2-HB 2005 631 WANCO WLT-4MK8K LIGHT TOWER 5F13D1414F1003760 2015 632 WANCO WLT-4MK8K LIGHT TOWER 5F13D1414F1003761 2015 633 WANCO WLT-4MK8K LIGHT TOWER 5F13D1414F1003762 2015 648 WANCO WLT-4MK8K LIGHT TOWER 5F13D14141`1003763 2015 650 WANCO WLT-4MK8K LIGHT TOWER SF13D1411F1004926 2015 651 WANCO WLT-4MK8K LIGHT TOWER 5F13D1413F1004927 2015 NA WANCO WLT-4MK8K LIGHT TOWER 51`13D1410D1004574 2013 NA WANCO WLT-4MK8K LIGHT TOWER 5F13D1418F1001554 2015 NA WANCO WLT-4MK8K LIGHT TOWER 5F13D1419131004573 2013 NA WANCO WLT-4MK8K LIGHT TOWER 51`13D1412F1000562 2015 NA WANCOWLT-4MK8K LIGHT TOWER 5F13D1416F100553 2015 NA Magnum Light Plant 5AJLS161XBB009101 2011 NA Wacker LTV4L 11454448 2022 NA Wacker ITV4L 11454452 2022 NA Wacker LTV41. 11454454 2022 NA WackerLTV4L 11454455 2022 653 BIDWEL PAVER 4800 2016 659 ICE 26'LEADS 2016 673 I.C.E.22D VIBRATORY HAMMER V22110 2017 698 ICE 1-30 Hammer CONTAINS RS 415 20'Container(Black Trailer?) NA 2022 TRAILERS 335 Gooseneck Trailer 30'Big Tex 2022 314 Landoll 2020 315 PETERBUILT CLASS 8 LOW ROOF DAY CAB 2019 COMES 13 GRAHAM HEAVY CONSTRUCTION CR712 (Midway Road Over Turnpike) St. Lucie County This Bridge work included Jacking of the end spans on bridge#940050 Midway Road over Turnpike to replace the end bent bearing pads with new neoprene pads and sole plates.All jacking was performed at night under a complete closure of CR612.This project included the installation of temporary lateral bridge restraints, removal of the existing bearing pad assemblies, rehabilitation of concrete pedestals, installation of new weld in place steel angle bracing, steel painting, and installation of fabricated steel keeper assemblies. Pete McRae, PE Stantec Consulting pete.mcrae@stantec.com P: 561-307-7924 Amount:$301,452.10 Completed: 9/2020 k . f �,,�,�� ~.�-{:`�:i'Nj' mod}■`Y7y •L� if COMErr 13 OBAHAM HEAVY CONSTRUCTION FL Turnpike Over Ten Mile Creek St. Lucie County This project included the Jacking of the end spans on bridge#940072 which is Turnpike Mainline over 10 Mile Creek.This project consisted of removal of the existing riveted C-channel crossmembers, modification of existing crossmember connection plates,fabrication, and installation of new larger crossmembers to support the loads from jacking,jacking and removal of the existing bearing pad assemblies, and rehabilitation of concrete pedestals.All work was completed under live traffic and eliminated the shutdown of the turnpike. Pete McRae, PE Stantec Consulting pete.mcrae()stantec.com P: 561-307-7924 Amount: $426,689.20 Completed:4/2021 -I y Y � - COMES 13 GRAHAM HEAVY CONSTRUCTION Sheridan Over Turnpike Beam Replacement Broward County, FL Cone & Graham, Inc. was contracted by Broward County to Complete the emergency beam removal and replacement of Span 3 on East Bound Sheridan over North Bound Turnpike. C&G saw cut through the existing bridge deck to remove the damaged beams. C&G then installed new 36" F.I.B.'s to replace the removed AASHTO Girders. The remaining bridge deck was chipped back to expose the reinforcing to provide the required reinforcing lap with the new deck pour.The new deck was formed, poured, and stripped. The entire Project was completed and opened to traffic in less than one month. Anh Ton, Broward County P:954-357-6059 Email: aton@broward.org Amount: $1,449,073.00 Start Date: December 6,2022 Finish Date: December 20,2022 RUCKS LEFT LANE � N r Demolition of Existing Bridge Deck to Expose Existing Reinforcing Y Placement of the New 36" F.I.B.'s s )^ � Forming • Reinforcing q 4 4 ,t N Jf f f/ CONE fs GRAHAM HEAVY CONSTRUCTION P.O.BOX 310167 2172 RESERVE PARK TRACE 5101 CONE ROAD TAMPA,FLORIDA 33680 PORT SAINT LUCIE,FL 34986 TAMPA,FLORIDA 33610 (813)623-2856 (561)727-3939 FAX(813)620-1602 PROJECT NAME:St.John's River Water Management District S-96 Rehabilitation District Contact: Gretchen Kelley Senior Professional Engineer Bureau of Projects and Construction St.Johns River Water Management District 525 Community College Parkway,S.E.•Palm Bay,FL 32909 Office:(321)676-6602 Email: kg elley@sjrwmd.com Project Location:Brevard County,FL Contract Value:$2,783,130.00 Project Description: C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96 Structure.Generally,the scope Included engineering and installing temporary sheet pile cofferdams,dewatering,a pre-construction joint inspection of the structure to determine the extent of concrete repairs required,concrete hydroblasting,concrete surface patching,concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,miscellaneous metals,repair and painting of the two roller gates,machining and installation of new wheel bearings,fence/railing demolition and replacement,replacement of the upstream and downstream safety barriers,removal and replacement of staff gauges,and placement and repair of riprap. Structure Discharge Capacity:6000 CFS Volume of Dewatering:+/-8.5-acre feet Project Completion Date:December 2022 Cone&Graham Project Manager: Lee Corrigan 2172 NW Reserve Park Trace Port St.Lucie,FL 34986 Cell:561-400-1662 Email:Lcorrig_an_@conegraham.com DOWNSTREAM SIDE UNDER CONSTRUCTION x rift `� DOWNSTREAM FACE OF STRUCTURE { tli. �1 7� '}t _ � , �-c• Yam` i�i ����Tti �y/v! ,. 744..'•rt+.. '� "r,fy '. ✓ #. 1 lrt(1 t� -L1 } C Y k �♦\ i ~.t •Y�i.3�v `r.,p �{,,, .� •::-i�\5j_k 1\ :.� i7. '}V.'S'=.. rt,q� t-.h COME r2 GRAHAV HEAVY CONSTRUCTION P.O.BOX 310167 2172 NW Reserve Park Trace 5101 CONE ROAD TAMPA,FLORIDA 33680 PORT SAINT LUCIE,FL 34986 TAMPA,FLORIDA 33610 (813)623-2856 (561)727-3939 FAX(813)620-1602 PROJECT NAME:St.John's River Water Management District S-96B Rehabilitation District Contact: Marc Van Heden,P.E. Supervising Professional Engineer Bureau of District Projects&Construction St.Johns River Water Management District 525 Community College Parkway•Palm Bay,FL 32909 Office:321-676-6604 Email:mvanheden(sirwmd.com Project Location:Brevard County,FL Contract Value:$1,651,290.99 Project Description: C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96B Structure as described in this statement of work and as detailed in the Contract Drawings and Specifications.Generally,the scope shall include temporary cofferdams and dewatering,a preconstruction joint inspection of the structure to determine the extent of concrete repairs required,concrete surface preparation,concrete surface patching,concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of miscellaneous metals,repair and painting of the roller gate,fence and handrail demolition and replacement,replacement of the upstream and downstream safety barriers and staff gages,and installation of riprap. DRIVEN STEEL SHEET PILE COFFERDAM:+1-14,000 SF Structure Discharge Capacity: 1000 CFS Volume of Dewatering: 14.4-acre feet Project Completion Date: 8J2019 Cone&Graham Project Manager: Lee Corrigan 2172 NW Reserve Park Trace Port St.Lucie,FL 34986 Cell: 561-400-1662 Email:Lcorriman cr.coneyraham.com CONDITION OF THE EXISTING STRUCTURE I. i ,I P a t: µ INSTALLATION OF THE FULLY RESTORED GATE 3. r� RIPRAP INSTALLATION ... • - - ti h STEEL SHEET PILE COFFERDAM & DEWATERING NEAR COMPLETION a 3� 1' J >;i ,� r CONE6 GRF 01AM HEAVY CONSTRUCTION P.O.BOX 310167 W_ 2172 RESERVE PARK TRACE 5101 CONE ROAD TAMPA,FLORIDA 33680 PORT SAINT LUCIE,FL 34986 TAMPA,FLORIDA 33610 (813)623-2856 (561)727-3939 FAX(813)620-1602 PROJECT NAME:St.John's River Water Management District S-96C Rehabilitation District Contact: Gretchen Kelley Senior Professional Engineer Bureau of Projects and Construction St.Johns River Water Management District 525 Community College Parkway,S.E.•Palm Bay,FL 32909 Office:(321)676-6602 Email:gkellev@sirwmd.com Project Location: Indian River County,FL Contract Value:$1,985,000.00 Project Description: C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96C Structure as described in this statement of work and as detailed in the Contract Drawings and Specifications.Generally,the scope shall include installing a temporary ACB mattress bypass spillway,cofferdams and dewatering,a pre-construction joint inspection of the structure to determine the extent of concrete repairs required,concrete surface preparation, concrete surface patching,concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of steel sheet piling and miscellaneous metals,repair and painting of the roller gate,replacement of the hydraulic operator with an electric cable drum hoist,fence demolition and replacement,replacement of the upstream and downstream safety barriers and staff gauges,and placement and repair of riprap. Structure Discharge Capacity: 1500 CFS Volume of Dewatering:9.93-acre feet Project Completion Date:In progress with an anticipated completion date of 8/1/2020 Cone&Graham Project Manager: Lee Corrigan 2172 NW Reserve Park Trace Port St.Lucie,FL 34986 Cell:561-400-1662 Email:LcorriganAconeeraham.com COFFERDAM ICI i `� II lei �I I COMPLETED SECTION OF COFFERDAM µ Y .1 GATE STAGED AND READY FOR RESTORATION t .. Jy 1 f +-� i r Y _ rr r k COME rs 13 GRAHAM HEAVY CONSTRUCTION St. John's River Water Management District S-96D Rehabilitation Indian River County, FL C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96D Structure as described in this statement of work and as detailed in the Contract Drawings and Specifications.Generally,the scope included installing a temporary cofferdams and dewatering,a pre-construction joint inspection of the structure to determine the extent of concrete repairs required,concrete surface preparation,concrete surface patching, concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of steel sheet piling and miscellaneous metals,repair and painting of the roller gate,fence demolition and replacement,replacement of the upstream and downstream safety barriers and staff gauges,and placement and repair of riprap. Structure Discharge Capacity: 1000 CFS Volume of Dewatering: 10-acre feet Contract Value:$1,523,000.00 Project Completion Date:August 2021 Contact:Gretchen Kelley Senior Professional Engineer Bureau of Projects and Construction St.Johns River Water Management District 525 Community College Parkway,S.E.•Palm Bay,FL 32909 Office:(321)676-6602 Email:gkelleyQsirwmd.com DOWNSTREAM COFFERDAM a �fl 1�� � �Y.. ��1 ,s- t} ���s7•• 33,''- + Fgg��JJtjj���i"$��� '^�ty'� _! y ,i UPSTREAM • , • • rRUCK I $ �e Y �£`• � DOWNSTREAM FACE OF STRUCTURE f 6 A ,P,T DIVISION OF CORPORATIONS 10 : / erg �J�,,-��,�<,•�«,;.� IM i+jjJ,-i?51u±P ui 1•lv6do IarUi+n p u menl 9f Stale 1 piv wQ of 4 ar%Q Eons 1 �orGh RegKdz r Search by Entity Name 1 Detail by Entity Name Florida Profit Corporation CONE&GRAHAM,INC. EMag Information Document Number 629937 FEUEIN Number 59-1926201 Date Filed 07/18/1979 state FL Status ACTIVE Last Event AMENDMENT Event Date Filed 03/18/2024 Event Effective Date NONE Princlo Address 5101 CONE ROAD TAMPA,FL 33610 Changed:01/09/2008 Malling Address P.O.BOX 310167 TAMPA,FL 33680 Changed:D4/05/2007 $gglstergd$gent Name&Address GRAHAM,ROBERT G 5101 CONE ROAD TAMPA,FL 33610 Name Changed;04/28/2004 Address Changed:01/09/2008 Of icedDirector Detail Name&Address i Title PTD GRAHAM,ROBERT G 6101 CONE ROAD TAMPA,FL 33610 Tine EVPS TOZLOSKY,DAVID J. 5101 CONE ROAD TAMPA,FL 33610 Tide V GRAHAM,CHRISTOPHER J 5101 CONE ROAD TAMPA,FL 33610 Annual Reps Report Year Filed Date 2023 01/03/2023 2024 03106/2024 2025 01/23/2025 QOGemant Im 9r& 01l23lj—ANNUAL REPORT View image in POF format QN1672024—Amendmc nt View image in PDF format r731,j612024—ANNUAL REPORT View image in PDF format 01103t2023--ANNUAL REPORT View image in PDF format 01/03/2022--ANNUAL REPORT View image in PDF format 0 110812(t21—ANNUAL REPORT View image in PDF format 01/1512020—ANNUAL REPORT View image in PDF format 02106f201s.___ --AWQAL RtPOR -View image in PDF format 01/06/2018—ANNUAL REPORT View image in PDF format�l 01/10/2017—ANNUAL REPORT —View image in PDF format iI 01/25/2016—ANNUAL REPORT View image in PDF format 1 M23M 15—ANNUAL REPORT« View image In PDF format 011,37 0}4—ANNUAL REPO 0.T View image in PDF format �1/23d013—ANNUAL REPORT View image in PDF format 1 03l03f2012—ANNUAL REPORT_ View image in POF format 01103/2/11—ANNUAL rAi REPORT View image in PDF format 0110412 01 0—ANNUAL REPORT View image in POF format 02f --ANKLl_ A L REPORT View image in PDF format 01f0g12008—ANNUAL REPORT View image in PDF format U4r)55r 22DLANNUAL REPORT View image in PDF format 34117r2006--ANNUAL REPORT View image in PDF format 9111312 05—_A NM&REF081 View image in PDF format OU, MOD4—ANNUAL REPORT View image in PDF format M10f2003—ANNUAL REPORT View image in PDF format 04M V2002--ANNUAL REPORT^ View image in PDF formal g41271200I--ANNUAL REPORT _ View image in PDF formal_ 05/18/2000--ANNUAL REPORT-..._ View image in PDF format 0412911999—ANNUAL REPORT View image in PDF format 0511311998—ANNUAL RFPQRi View image in PDF format t View image in PDF format 05MV1998—ANNUAL REPItRT View image in PDF format OWIJ1995—ANNUAL REPORT View image in PDF format_I a 0 O +.i c F E i" M C7 � "- Lv w tJ? 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LUCIE COUNTY St. Lucie County Local Business Tax Receipt P.O.Box 308, Fort Pierce,FL 34954 tcslc.com Facilities or machines# Rooms# Seats# Employees#30 Receipt#1017295 Type of business 1629 HEAVY(General Contractor) Expires SEPTEMBER 30, 2026 DBA name Cone&Graham Inc Business:Robert Graham Mailing address: Robert Graham Business location:2172 NW Reserve Park Trace 2172 NW Reserve Park Trace Port St Lucie, FI 34986 Port St Lucie,FI 34986 *GOOD FOR THIS LOCATION ONLY* RENEWAL City of Pt St Lucie fl GC CGC038551 Original tax: $27.55 629937 Penalty: Collection cost:Total: $27.55 Paid 08/06/2025 27.55 0025-20250806-055791 Law requires this Local Business Tax Receipt to be displayed conspicuously at the place of business in such a manner that it can be open to the view of the public and subject to inspection by all duly authorized officers of the county.Upon failure to do so,the local business taxpayer shall be subject to the payment of another Local Business Tax for the same business,profession or occupation. Pursuant to Florida law,all Local Business Tax Receipts shall be sold by the Tax Collector beginning July 1 of each year and shall expire on September 30 of the succeeding year.Those Local Business Tax Receipts renewed beginning October 1 shall be delinquent and subject to a delinquency penalty of 10 percent for the month of October.An additional 5 percent penalty for each month of delinquency is added until paid, provided that the total delinquency penalty shall not exceed 25 percent of the Local Business Tax for the delinquent establishment. In addition to the penalty,the Tax Collector is entitled to a collection fee of$1 to$5.This fee is based on the amount of Local Business Tax, which will be collected from delinquent taxpayers after September 30 of the business year. This receipt is a Local Business Tax only.It does not permit the local business taxpayer to violate any existing regulatory or zoning laws of the state,county or city.It also does not exempt the local business taxpayer from any other taxes,licenses or permits that may be required by law. Pursuant to Florida law,Local Business Taxes are subject to change. Robert Graham 2172 NW Reserve Park Trace Port St Lucie, FI 34986 CITY OF PORT SAINT LUCIE BUSINESS TAX RECEIPT PORTST LUCIE PLEASE POST IN CONSPICIOLIS PLACE OR KEEP ON PERSON TERM: 10/01/2025-09/30/2026 2025 - 2026 BTR: 137919 Date Made: 8/6/2025 Business Name: CONE&GRAHAM INC Owner Name: GRAHAM,ROBERT r Business 2172 NW RESERVE PARK TRCE r Address: IAN— PORT ST LUCIE,FL 34986 8"L Business Tax Authority Business Services: GENERAL CONTRACTOR $134.00 $134.00 THIS IS A RECEIPT FOR TAX PAID AND IS NOT REGULATORY IN NATURE This receipt does not guarantee that the receipt holder is competent to perform in the business,but that the holder has paid the required tax and provided the necessary documentation(if required)for this business.Valid only when all state and local regulated trade licenses/competency cards are valid for the current fiscal year as required by law. 2026 FLORIDA PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT#629937 Jan 05,2026 Entity Name:CONE&GRAHAM, INC. Secretary of State Current Principal Place of Business: 2319882074CC 5101 CONE ROAD TAMPA, FL 33610 Current Mailing Address: P.O.BOX 310167 TAMPA, FL 33680 US FEI Number:59-1925201 Certificate of Status Desired: No Name and Address of Current Registered Agent: GRAHAM,CHRISTOPHER J 5101 CONE ROAD TAMPA,FL 33610 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: CHRISTOPHER GRAHAM 01/05/2026 Electronic Signature of Registered Agent Date Officer/Director Detail: Title PTD Title EVPS Name GRAHAM,ROBERT G Name TOZLOSKY,DAVID J. Address 5101 CONE ROAD Address 5101 CONE ROAD City-State-Zip: TAMPA FL 33610 City-State-Zip: TAMPA FL 33610 Title V Name GRAHAM,CHRISTOPHER J Address 5101 CONE ROAD City-State-Zip: TAMPA FL 33610 I hereby certify that Me informaboa udicated on(his tWd or supplementaimport rs true and accurate and that my electmnic agnature shall have the same legal effect as if made under oath;that I am an officer or director of the corporation or the receiver or trustee empowered to—te this report as required by chapter 607,F"a Statutes,and that my name appears above,or on an attachment with at other 1)7ce empowered. SIGNATURE:CHRISTOPHER GRAHAM VICE PRESIDENT 01/05/2026 Electronic Signature of Signing Officer/Director Detail Dale F D R 77 Florida Department of Transportation RON DESANTIS 605 Suwannee Street JARED W.PERDUE,P.E. GOVERNOR Tallahassee,FL 32399-0450 SECRETARY April 29,2025 CONE & GRAHAM, INC. 5101 CONE ROAD TAMPA, FLORIDA 33610 RE: CERTIFICATE OF QUALIFICATION The Department of Transportation has qualified your company for the type of work indicated below. FOOT APPROVED WORK CLASSES: BASCULE BRIDGE REHABILITATION, BRIDGE PAINTING, DRAINAGE, ELECTRICAL WORK, FENCING, FLEXIBLE PAVING, GRADING, GRASSING, SEEDING AND SODDING, GUARDRAIL, HOT PLANT-MIXED BITUM. COURSES, INTERMEDIATE BRIDGES, MAJOR BRIDGE - BASCULE SPANS, MAJOR BRIDGE - BRIDGES OF CONVENTIONAL CONSTRUCTION WHICH ARE OVER A WATER OPENING OF 1,000 FEET OR MORE, MAJOR BRIDGE - CONCRETE SEGMENTAL CONSTRUCTION, MAJOR BRIDGE - CURVED STEEL GIRDERS, MAJOR BRIDGE - MULTI-LEVEL ROADWAYS, MINOR BRIDGES, PORTLAND CEMENT CONCRETE ROADWAY PAVING, R&R INTERMEDIATE BRIDGES ("R&R" IS REPAIR AND REHABILITATE), R&R MAJOR BRIDGE - BRIDGES OF CONVENTIONAL CONSTRUCTION WHICH ARE OVER A WATER OPENING OF 1,000 FEET OR MORE, R&R MAJOR BRIDGE-CURVED STEEL GIRDERS, R&R MINOR BRIDGES, ROADWAY SIGNING, SIDEWALK, TRAFFIC SIGNAL, EPDXY MORTAR, PILE DRIVING, JOINT SAWING, SEALING, FENDER SYSTEMS, RIP RAP, CONCRETE SLAB, COFFER DAMS, UNDERGROUND UTILITIES (WATER & SEWER), AND WATER MAINS. Unless notified otherwise, this Certificate of Qualification will expire 6/30/2026. In accordance with Section 337.14(1), Florida Statutes, an application for qualification must be filed within (4) months of the ending date of the applicant's audited annual financial statements. If the company's maximum capacity has been revised, it may be accessed by logging into the Contractor Prequalification Application System via the following link: HTTPS://fdotwpl.dot.state.fl.us/ContractorPreQualification Once logged in, select "View" for the most recently approved application, and then click the "Manage" and "Application Summary" tabs. The company may apply for a Revised Certificate of Qualification at any time prior to the expiration date of this certificate according to Section 14-22.0041(3), Florida Administrative Code (F.A.C.)I by accessing the most recently approved application as shown above and choosing "Update" instead of "View." If certification in additional classes of work is desired, documentation is needed to show that the company has performed such work. Improve Safety,Enhance Mobility,Inspire Innovation www.fdot.ROV Cone&Graham,Inc. 4/29/2025 Page Two All prequalified contractors are required by Section 14-22.006(3), F.A.C., to certify their work underway monthly in order to adjust maximum bidding capacity to available bidding capacity. You can find the link to this report at the website shown above. Sincerely, James E. Taylor II, Prequalification Supervisor Contracts Administration Office JTII DIVISION OF CORPORATIONS III r � �IYI:.JJ'IJJ w,uUi-ad balr of flwidu orb Lei �gN. imgr yf SSc 1C 1 Div.j-d Carp -n 1 Search Records 1 h y�y n i Name 1 Detail by Entity Name Florida Profit Corporation CONE&GRAHAM,INC. Filing Intorma6on Document Number 629937 FEI/EIN Number 59-1925201 Date Filed 07/18/1979 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 03/18P2024 Event Effective Date NONE Prins nai Address 5101 CONE ROAD TAMPA,FL 33610 Changed:01/09/2008 MaIIIn9Address P.O.BOX 310167 TAMPA,FL 33680 Changed:04/05/2007 i &ggisteFed Name&Address GRAHAM,ROBERT G 5101 CONE ROAD TAMPA,FL 33610 Name Changed:04/28/2004 Address Changed:01/09/2008 Officer/Director Detail Name&Address Title PTO i I i GRAHAM,ROBERT G 5101 CONE ROAD TAMPA,FL 33610 Tide EVPS TOZLOS"DAVID J. 5101 CONE ROAD TAMPA,FL 33610 Tide V GRAHAM,CHRISTOPHER J 5101 CONE ROAD TAMPA,FL 33610 Annual Religng Report Year Filed Date 2023 01/0312023 2024 03106/2024 2025 01/23/2025 Aocament Imago& Of/2312025.-ANNUAL REPORT View image in PO F format 03/18I2024—Amendment View image in PDF format 03'0612024—ANN An KF?pM View image in PDF format 01103/2023—ANNUAL REPORT View image in POF format 01/03/2022--ANNUAL REPORT View image in PDF format 01/0812021—ANNUAL REPORT View image In PDF format 0111512020-- NW- REPORT View image in PDF format_J OZf06f2010—ANNL Ar RFPf1RT View image in PDF format 01l0512018 NN PORT View image in PDF format 01110/2017—ANNUAL REPORT View image in PDF format 01125L2016—ANNUAI REPORT View image in POF format 02J23=1k—ANNUAL REPORT View image In PDF format 41107I2014-.ANNUA REPORT View image in PDF format 41212013—ANNUAL REPORT Yew image in PDF format 0193/2t112—ANNUAL REPORT View image in PDF format t211 2011—ANkhL REPORT View image in PDF format Of0412010—ANNUAL REPORT View image in PDF format 92A92002—ANN06L REPORT View image in PDF format QIQ22008—ANNUAL REPORT View image in POF format 04105,2007—ANN to REPORT View image in PDF format 21172006--ANN A REPORT View image in PDF forn»t 0411 vn005—ANNUAL REPORT View image in PDF format 04/2862004_ANNUAL REPORT View image in POF format D4f1012003—ANNUAL R PORT View Image In PDF format 04I1712D02--ANNUAL REPORT View image in PDF format__ OAWL2001--ANNUALREPORT View image in PDF format t 05/1612000—ANNUAL REPORT y View image in PDF format QAM11999—ANNUAL REPORT View image in PDF format J DSl1NIM—ANNUAL REPORT —View image in PDF format J 04/1011D07—ANNUAL REPORT View image in PDF format 051011996—ANNUAL REPORT View,image In PDF format 45101,(J_y95�ANNU „EPOS View image in PDF format_ _� 0 7C) z O +i E w 0 w W Q w v) +'d is O 0 F- vi J ,Q m Z p W o }-- D; N O LU a ai cV c `p Q W Z J OLn M N �^ u W W CC rw:n U J C �. 0LL. J lA 0 ( ,4 ill' �/ cZ Q M u ? O N CIm O CL ? ; � G J UU. m U. N G us oo.. i 45 i �':a = w� 62 Q 2 N E s LL La t MWM Q Z tW m coo v O O LL Z IX, W l9 O m ~UJI O "D G U ui tM o CL +� ce w o aC Z ° N -LU � c vy O o U. i� ` ��, 'Q U C .z m U _ a ; o �o Z L Jo �_ N O ac _ N t 3 r O Q Z Y 0 / LIB C > W z U 0 w a - ~ U ~ 0 a Ln c W '` + a mO La Z w N ~i L V Q D 'a c W w 41 t; LL lw a) O IX � W ,� pp w o Z C) cu_n H d �o o O Z N O tJ3 V! Z Q y J ..�, * a N c a u W W LL M w o +-� t�;, ��Jam+" d tJi Vs = > aai a LL Q 4 0 s;111 1l l"y = W fi Q N .0 LL Z ; F- w m 0 m Lu a a~o v O Q (/f y O o y +,� N c 'o C w RAkaio W Vf C3 XX a, li CL� w o Q Z ° D 4 c Q W i� �'IAtow O O c ,o N a u 9 Z7 _ " � a �, o a O D 0 F o 3 `o z N Z 7 d ai a W Z O aai > O h V w o pe. a z y o N 04�►'��na F- •rr� i CHRIS CRAFT o�. TAX COLLECTOR 2025 - 2026 ST. LUCIE COUNTY St. Lucie County Local Business Tax Receipt P.O.Box 308,Fort Pierce, FL 34954 tcslc,com Facilities or machines# Rooms# Seats# Employees#30 Receipt#1017295 Type of business 1629 HEAVY(General Contractor) Expires SEPTEMBER 30,2026 DBA name Cone&Graham Inc Business:Robert Graham Mailing address: Robert Graham Business location:2172 NW Reserve Park Trace 2172 NW Reserve Park Trace Port St Lucie, FI 34986 Port St Lucie,Fl 34986 *GOOD FOR THIS LOCATION ONLY* RENEWAL City of Pt St Lucie fl GC CGC038551 Original tax: $27.55 629937 Penalty: Collection cost:Total: $27.55 Paid 08/06/2025 27.55 0025-20250806-055791 Law requires this Local Business Tax Receipt to be displayed conspicuously at the place of business in such a manner that it can be open to the view of the public and subject to inspection by all duly authorized officers of the county.Upon failure to do so,the local business taxpayer shall be subject to the payment of another Local Business Tax for the same business,profession or occupation. Pursuant to Florida law,all Local Business Tax Receipts shall be sold by the Tax Collector beginning July 1 of each year and shall expire on September 30 of the succeeding year.Those Local Business Tax Receipts renewed beginning October 1 shall be delinquent and subject to a delinquency penalty of 10 percent for the month of October.An additional 5 percent penalty for each month of delinquency is added until paid, provided that the total delinquency penalty shall not exceed 25 percent of the Local Business Tax for the delinquent establishment. In addition to the penalty,the Tax Collector is entitled to a collection fee of$1 to$5.This fee is based on the amount of Local Business Tax, which will be collected from delinquent taxpayers after September 30 of the business year. This receipt is a Local Business Tax only.It does not permit the local business taxpayer to violate any existing regulatory or zoning laws of the state,county or city.It also does not exempt the local business taxpayer from any other taxes,licenses or permits that may be required by law. Pursuant to Florida law,Local Business Taxes are subject to change. Robert Graham 2172 NW Reserve Park Trace Port St Lucie, FI 34986 CITY OF PORT SAINT LUCIE BUSINESS TAX RECEIPT PORTST LUCIE PLEASE POST IN CONSPICIOUS PLACE OR KEEP ON PERSON TERM: 10/01/2025-09/30/2026 2025 - 2026 BTR: 137919 Date Made: 8/6/2025 Business Name: CONE&GRAHAM INC Owner Name: GRAHAM,ROBERT Business 2172 NW RESERVE PARK TRCEae Address: PORT ST LUCIE,FL 34986 Business Tax Authority Business Services: GENERAL CONTRACTOR $134.00 $134.00 THIS IS A RECEIPT FOR TAX PAID AND IS NOT REGULATORY IN NATURE This receipt does not guarantee that the receipt holder is competent to perform in the business,but that the holder has paid the required tax and provided the necessary documentation(if required)for this business.Valid only when all state and local regulated trade licenses/competency cards are valid for the current fiscal year as required by law. 2026 FLORIDA PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT#629937 Jan 05,2026 Entity Name:CONE&GRAHAM,INC. Secretary of State Current Principal Place of Business: 2319882074CC 5101 CONE ROAD TAMPA, FL 33610 Current Mailing Address: P.O.BOX 310167 TAMPA, FL 33680 US FEI Number:59-1925201 Certificate of Status Desired: No Name and Address of Current Registered Agent: GRAHAM,CHRISTOPHER J 5101 CONE ROAD TAMPA,FL 33610 US The above named entity submits this statement for the purpose or changing its registered office or registered agent,or both,in the State or Florida. SIGNATURE: CHRISTOPHER GRAHAM 01/05/2026 Electronic Signature of Registered Agent Date Officer/Director Detail: Title PTO Title EVPS Name GRAHAM,ROBERT G Name TOZLOSKY,DAVID J. Address 5101 CONE ROAD Address 5101 CONE ROAD City-State-Zip: TAMPA FL 33610 City-State-Zip: TAMPA FL 33610 Title V Name GRAHAM,CHRISTOPHER J Address 5101 CONE ROAD City-State-Zip: TAMPA FL 33610 1 hereby certify that the informali w u d—ted on this report or supplemental mpon is true anda—ate and that myeledmnic signature shall have the same legal effect as if made under oath;that I am an officer or director of the corporation or the receiver or trustee empowered to execute this repod as required by Chapter 6e7,Florida Statutes;and that my name appears above,won an allachmem with all otheriike empowered. SIGNATURE:CHRISTOPHER GRAHAM VICE PRESIDENT 01/05/2026 Electronic Signature of Signing Officer/Director Detail Date F'DOT Florida Department of Transportation RON DESANTIS 605 Suwannee Street JARED W.PERDUE,P.E. GOVERNOR Tallahassee,FL 32399-0450 SECRETARY April 29,2025 CONE & GRAHAM, INC. 5101 CONE ROAD TAMPA, FLORIDA 33610 RE: CERTIFICATE OF QUALIFICATION The Department of Transportation has qualified your company for the type of work indicated below. FDOT APPROVED WORK CLASSES: BASCULE BRIDGE REHABILITATION, BRIDGE PAINTING, DRAINAGE, ELECTRICAL WORK, FENCING, FLEXIBLE PAVING, GRADING, GRASSING, SEEDING AND SODDING, GUARDRAIL, HOT PLANT-MIXED BITUM. COURSES, INTERMEDIATE BRIDGES, MAJOR BRIDGE - BASCULE SPANS, MAJOR BRIDGE - BRIDGES OF CONVENTIONAL CONSTRUCTION WHICH ARE OVER A WATER OPENING OF 1,000 FEET OR MORE, MAJOR BRIDGE - CONCRETE SEGMENTAL CONSTRUCTION, MAJOR BRIDGE - CURVED STEEL GIRDERS, MAJOR BRIDGE - MULTI-LEVEL ROADWAYS, MINOR BRIDGES, PORTLAND CEMENT CONCRETE ROADWAY PAVING, R&R INTERMEDIATE BRIDGES ("R&R" IS REPAIR AND REHABILITATE), R&R MAJOR BRIDGE - BRIDGES OF CONVENTIONAL CONSTRUCTION WHICH ARE OVER A WATER OPENING OF 1,000 FEET OR MORE, R&R MAJOR BRIDGE-CURVED STEEL GIRDERS, R&R MINOR BRIDGES, ROADWAY SIGNING, SIDEWALK, TRAFFIC SIGNAL, EPDXY MORTAR, PILE DRIVING, JOINT SAWING, SEALING, FENDER SYSTEMS, RIP RAP, CONCRETE SLAB, COFFER DAMS, UNDERGROUND UTILITIES (WATER & SEWER), AND WATER MAINS. Unless notified otherwise, this Certificate of Qualification will expire 6/30/2026. In accordance with Section 337.14(1), Florida Statutes, an application for qualification must be filed within (4) months of the ending date of the applicant's audited annual financial statements. If the company's maximum capacity has been revised, it may be accessed by logging into the Contractor Prequalification Application System via the following link: HTTPS://fdotwpl.dot.state.£l.us/COntractorProgRalification Once logged in, select "View" for the most recently approved application, and then click the "Manage" and "Application Summary" tabs. The company may apply for a Revised Certificate of Qualification at any time prior to the expiration date of this certificate according to Section 14-22.0041(3), Florida Administrative Code (F.A.C.), by accessing the most recently approved application as shown above and choosing "Update" instead of "View." If certification in additional classes Of work is desired, documentation is needed to show that the company has performed such work. Improve Safety,Enhance Mobility,Inspire Innovation www.fdot.aov Cone&Graham,Inc. 4/29/2025 Page Two All prequalifled contractors are required by Section 14-22.006(3), F.A.C., to certify their work underway monthly in order to adjust maximum bidding capacity to available bidding capacity. You can find the link to this report at the website shown above. Sincerely, 9-v�cf' 7� dw James E. Taylor II, Prequalification Supervisor Contracts Administration Office JTII List of SubcontractarslSuooliers Bidder shall list below Information regarding subcontractors and suppliers who will perform work or labor or render service,or supply materials to the prime contractor in or about the construction of the Work or Improvement,or subcontractors licensed by the State who,under subcontract to the prime contractor, specially fabricates and Installs a portion of the Work or Improvement according to the plans and spedflcations,in an amount in excess of two percent(2%)of the prime contractor's Total Bid Price.Failure to comply with this requirement may render the Bid non-responsive and may cause its rejection. Work to be Performed/ Subcontractor Percent of Subcontractors Materials to be Supoed Ucense Number Total Contract Name&Address None Note: Provide licenses,certifications,experience,and qualification forms for those subcontractors listed above.Attach additional pages as needed. Vrlege of'requests PVAIk wort Dept him Tequun Me erl4a aastwoMn P rinse pop 36 Qualification Reauirements (Complete these pages entirety and include with Sealed Bid.Attach copies of applicable Licenses) THE UNDERSIGNED GUARANTEES THE TRUTH AND ACCURANCY OF ALL STATEMENTS AND ANSWERS HEREIN CONTAINED: A. Any information for which OWNER cannot corroborate is grounds for rejection of Bid.(Use addRiona� sheets as needed to provide the required information.) B. State the numbers of years your organization has been doing business in the State of Florida: 47 years 1. We typically perform 90 %of the work with our own forces.Ust trades below for which your organization is qualified to self-perform on this project: Please see attached Certificate of Qualifications 2. Has Bidder ever failed to complete awarded work? No If so,state where,when and why: 3. State the location of the office from which this contract will be managed. 2172 NW Reserve Park Trace, Port St.Lucie, FL 34986 Vrkege of Teaueste PWC Wale Depeelnxat T"M"DAee 9"PagImmn Rod Pegg 36 Qualification Requirements IlContinuedl 4. State the number of employees available to complete the work contemplated by this contract. 50 S. Provide the name, experience and resume of the Project Manager who will be assigned to this contract,if awarded.Include number of years in this position and with this company.If less than 3 years with this company provide name and contact information for previous employer. (Attach additional pages as necessary). Lee Corrigan-see attached resume 6. Provide name,experience and resume of the Project Superintendent who will be assigned to this contract,if awarded.Include number of years in this position and with this company.If less than 3 years with this company provide name and contact information for previous employer. (Attach additional pages as necessary). Anthony Quinn Wright-see attached resume 7. List equipment owned by Contractor to be utilized in completion of the Work identified for this contract.(Bidder certifies that all listed equipment meets requirements set forth in Instructions to bidders,section 3)(Attach additional pages as necessary). Please see attached list of Cone&Graham owned equipment 8. List equipment to be rented by Contractor to complete the Work of this contract.(Attach additional pages as necessary). None village of Tequesta Public Works Department Toquests Drive Bridge Restoration Project Page 37 F'DOT Florida Department of Transportation RON DESANTIS 605 Suwannee Street TARED W.PERDUE,P.E. GOVERNOR Tallahassee,FL 32399-0450 SECRETARY April 29,2025 CONE & GRAHAM, INC. 5101 CONE ROAD TAMPA, FLORIDA 33610 RE: CERTIFICATE OF QUALIFICATION The Department of Transportation has qualified your company for the type of work indicated below. FDOT APPROVED WORK CLASSES: BASCULE BRIDGE REHABILITATION, BRIDGE PAINTING, DRAINAGE, ELECTRICAL WORK, FENCING, FLEXIBLE PAVING, GRADING, GRASSING, SEEDING AND SODDING, GUARDRAIL, HOT PLANT-MIXED BITUM. COURSES, INTERMEDIATE BRIDGES, MAJOR BRIDGE - BASCULE SPANS, MAJOR BRIDGE - BRIDGES OF CONVENTIONAL CONSTRUCTION WHICH ARE OVER A WATER OPENING OF 1,000 FEET OR MORE, MAJOR BRIDGE - CONCRETE SEGMENTAL CONSTRUCTION, MAJOR BRIDGE - CURVED STEEL GIRDERS, MAJOR BRIDGE - MULTI-LEVEL ROADWAYS, MINOR BRIDGES, PORTLAND CEMENT CONCRETE ROADWAY PAVING, R&R INTERMEDIATE BRIDGES ("R&R" IS REPAIR AND REHABILITATE), R&R MAJOR BRIDGE - BRIDGES OF CONVENTIONAL CONSTRUCTION WHICH ARE OVER A WATER OPENING OF 1,000 FEET OR MORE, R&R MAJOR BRIDGE-CURVED STEEL GIRDERS, R&R MINOR BRIDGES, ROADWAY SIGNING, SIDEWALK, TRAFFIC SIGNAL, EPDXY MORTAR, PILE DRIVING, JOINT SAWING, SEALING, FENDER SYSTEMS, RIP RAP, CONCRETE SLAB, COFFER DAMS, UNDERGROUND UTILITIES (WATER & SEWER), AND WATER MAINS. Unless notified otherwise, this Certificate of Qualification will expire 6/30/2026. In accordance with Section 337.14(1), Florida Statutes, an application for qualification must be filed within (4) months of the ending date of the applicant's audited annual financial statements. If the company's maximum capacity has been revised, it may be accessed by logging into the Contractor Prequalification Application System via the following link: HTTPS://fdotwpi.dot.state.fl.us/ContractorPreQualification Once logged in, select "View" for the most recently approved application, and then click the "Manage" and "Application Summary" tabs. The company may apply for a Revised Certificate of Qualification at any time prior to the expiration date of this certificate according to Section 14-22.0041(3), Florida Administrative Code (F.A.C.), by accessing the most recently approved application as shown above and choosing "Update" instead of "View." If certification in additional classes of work is desired, documentation is needed to show that the company has performed such work. Improve Safety,Enhance Mobility,inspire Innovation www.fdot.gov Cone&Graham,Inc. 4/29/2025 Page Two All prequalified contractors are required by Section 14-22.006(3), F.A.C., to certify their work underway monthly in order to adjust maximum bidding capacity to available bidding capacity. You can find the link to this report at the website shown above. Sincerely, ���'f- James E. Taylor II, Prequalification Supervisor Contracts Administration Office JTII RESUMES With over 20 years of experience in civil construction,Lee is a seasoned Project Lee Corrigan Manager and Estimator known for delivering infrastructure projects with precision, efficiency,and quality.Skilled in all phases of construction—from pre-construction Construction estimating and bid development to project execution and closeout—he has Estimator/Project successfully managed marine,roadway,bridge,and site development projects Manager ranging from small municipal improvements to large-scale transportation and utility infrastructure. Lee brings a deep understanding of cost control,scheduling,and subcontractor PROFESSIONAL coordination,ensuring projects are completed safely,on time,and within budget. PROFILE: Recognized for strong leadership and communication skills,he fosters collaboration Lee Corrigan has 20 among field teams,clients,and stakeholders to achieve project goals while years' experience in maintaining the highest standards of safety and quality. Marine and Heavy Construction. RELEVANT EXPERIENCE: Owner:SJRWMD—Crane Creek M1 Canal LICENSES: Brevard County,FL:Project Manager -Certified General Contractor Completed September 2025 Approximately$20,000,000.00 CGC1521194 Cone&Graham,Inc.completed construction on the Crane Creek 1 M-1 Canal Flow Restoration Project,a critical water quality improvement initiative in Brevard YEARS OF County,Florida.Originally constructed more than a century ago to divert stormwater EXPERIENCE:20 from the St.Johns River Basin to the Indian River Lagoon,the M-I Canal has long contributed to nutrient pollution in the lagoon,fueling harmful algal blooms and degrading ecological health. COMES Led by the St.Johns River Water Management District,the restoration project was designed to reverse this legacy impact by redirecting stormwater westward for GRAHAM treatment prior to discharge into the St.Johns River.The project aimed to reduce HEAVY CONSTRUCTION nutrient loading to the Indian River Lagoon while restoring a sustainable base flow—approximately 7 million gallons of freshwater per day—to the St.Johns River for potential use as an alternative water supply. The scope of work included installation of an operable weir within the M-1 Canal, two stormwater pumping stations(east and west of the St.Johns Heritage Parkway), dual 24-inch diameter force mains,and the construction of a stormwater treatment area west of Interstate 95.The operable control structure was engineered to maintain existing flood control capacity while capturing runoff for redirection.The treatment area filters nutrient-laden stormwater before it reenters the natural hydrologic flow. Cone&Graham,Inc.coordinated closely with project stakeholders and funding partners—including the Florida Department of Environmental Protection and Brevard County's Save Our Indian River Lagoon Program—to ensure successful delivery of this multi-million dollar effort.Upon completion,the project is expected to eliminate approximately 24,000 pounds of nitrogen and 3,100 pounds of phosphorus annually from entering the lagoon.The Crane Creek 1 M-1 Canal Flow Restoration Project represents a major step forward in restoring balance to Florida's interconnected water systems,supporting both environmental recovery and regional water resiliency. Owner:SFWMD—S-6 Pump Station Bridge Palm Beach County,FL:Project Manager Completed March 2025 Approximately$4,000,000.00 Cone&Graham,Inc.completed the construction of a new four-span bridge over the spur canal adjacent to the S-6 Pump Station,providing critical infrastructure improvements to support water management operations in the area.The project, accessed via Browns Farm Road,required close coordination with the District to manage site access and maintain operational security throughout construction. The scope of work began with the demolition and removal of the existing double- barrel 8'x9'box culvert.Following removal,Cone&Graham,Inc.excavated a portion of the spur canal to achieve the specified design cross section and applied embankment stabilization to reinforce the canal banks. The new bridge structure consists of a prestressed deck slab superstructure supported by prestressed concrete pile bents. Due to the presence of dense rock formations at the site,foundation installation required pre-drilling to specified depths prior to pile driving.To protect the surrounding environment,all work was completed without the use of blasting. The project also included the construction of new roadway approaches,which featured lime rock base riding surfaces and asphalt pavement.Additionally,Cone&Graham,Inc.constructed the S-6 Shared T-Platform in collaboration with the United States Geological Survey(USGS),enhancing the site's long-term functionality for both water management operations and future monitoring efforts. The successful completion of this project improved canal stability,enhanced vehicular and operational access across the spur canal,and provided vital infrastructure to support ongoing water management efforts in the region. Owner:SJRWMD—S-157 Control Structure Brevard County,FL:Project Manager Completed January 2025 Approximately$5,000,000.00 The project scope focused on restoring the structural integrity and operational reliability of this vital flood control structure.Work included repairing damaged and aging reinforced concrete components,addressing wear and corrosion on the anchored steel sheet pile wing walls,and performing surface preparation and painting to extend the lifespan of these elements. Cone&Graham,Inc.also repaired and repainted the structure's three steel roller gates,each measuring 25.8 feet wide by 9.6 feet high and weighing approximately 21,000 pounds.The team replaced both upstream and downstream safety barriers,installed new staff gauges for accurate water level monitoring,and upgraded perimeter fencing to improve site security. In addition to structural repairs,miscellaneous site work was completed to ensure compliance with USACE requirements and maintain the operational readiness of the structure.The successful completion of the S-157 rehabilitation project helps preserve critical flood control infrastructure that supports water management and environmental protection in the region. Owner:FDOT/Indian River County—CR612 at 74th Ave Indian River County,FL:Project Manager Completed April 2024 Approximately$9,000.000.00 Cone&Graham,Inc.replaced the existing two-lane bridge on CR 61218th Street over Lateral Canal C,as part of an infrastructure improvement project led by the Florida Department of Transportation(FDOT)District Four.The project included the dredging of Lateral Canal C,reconstruction of the approaching roadway to connect to the new bridge,and updates to signage and pavement markings. During construction,the intersection of CR 61218th Street and 74th Avenue was fully closed,with detours in place to guide traffic.This bridge replacement enhances connectivity and provides a safer,more durable structure for the community, supporting long-term infrastructure resilience. Owner:FDOT—66"Ave Widening from 49`h street to 73'd street Indian River County,FL:Project Manager Completed March 2024 Approximately$5,000,000.00 Converted an existing 2 lane roadway and bridges to 4 lanes to include turning lanes with landscaped medians.Total of 5 multi span bridges.66"Ave bridge was constructed over the North Relief Canal.53`d,57",61"and 651h bridges were constructed over the Lateral A canal.All were 18"square concrete piling,FL Slab Beams with a superstructure cover pour. Bridges accommodate multiple sidewalks for pedestrian traffic. Owner:City of Port Saint Lucie—Floresta Drive Improvements Phase 2 Saint Lucie County,FL:Project Manager Completed July 2023 Floresta Drive was a 3 phase job in order to keep traffic open.On Floresta Drive over Elkcam waterway,Cone&Graham removed an existing 2 span bridge.Replaced with 3 span new bridge.Overall length of bridge is 1507'.Removed the pedestrian bridge and relocated it to a local park.Remote vibration was used on all corners of the bridge adjacent to the homes.This bridge had a 8-foot raised median,two 11-foot travel lanes,two 7-foot bike lanes,4-foot shoulder,two 6 foot 6 inch sidewalks.Traffic railing 32"vertical shape with a 2 rail pedestrian bullet rail.We used FSBs,riprap,rubble,bank and shore and 24"prestressed piles. Owner:FDOT Brant Drive Bridge Replacement Palm Beach County,FL:Estimator&Project Manager Completed:March 2023 This project consisted of the complete removal of the existing bridge,construction of a new 175'long 3 span bridge using F.S.B's with a cast in place deck topping.Also included in this project were riprap,drainage,road work,milling,paving, lighting and electrical. Owner:St Johns Water Management District.Management 96D Structure Rehabilitation Indian River County,FL:General Manager Completed August 2021$1,523,676.50 C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S- 96D Structure.The work included temporary cofferdams and dewatering,a preconstruction joint inspection of the structure to determine the extent of hydro demolition of deteriorated concrete,concrete surface restoration,concrete spall repair concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of miscellaneous metals,repair and painting of the roller gate,fence and handrail demolition and replacement,replacement of the upstream and downstream safety barriers and staff gages,and installation of riprap.Reference:Marc Van Heden 321- 676-6604 mvanheden@sjrwmd.com sjrwmd.com Structure Discharge Capacity: 1000 CFS Volume of Dewatering:8-acre feet Owner:FDOT.Turnpike Mainline Over Ten Mile Creek St.Lucie County,FL:Jacking Coordinator Completed April 2021 Cone&Graham was a subcontractor to OHLNA for the Jacking of the end spans on bridge#940072 which is Turnpike Mainline over 10 Mile Creek.This project consisted of removal of the existing riveted C-channel crossmembers, modification of existing crossmember connection plates,fabrication,and installation of new larger crossmembers to support the loads from jacking,jacking and removal of the existing bearing pad assemblies,and rehabilitation of concrete pedestals.All work was completed under live traffic and eliminated the shutdown of the turnpike Owner:FDOT.Turnpike(CR 712)Midway Road over Turnpike St.Lucie County,FL:Jacking Coordinator Completed September 2020 Cone&Graham was a subcontractor to OHLNA for the Jacking of the end spans on bridge#940050 Midway Road over Turnpike to replace the end bent bearing pads with new neoprene pads and sole plates.All jacking was performed at night under a complete closure of CR612.This project included the installation of temporary lateral bridge restraints,removal of the existing bearing pad assemblies,rehabilitation of concrete pedestals,installation of new weld in place steel angle bracing,steel painting,and installation of fabricated steel keeper assemblies. Owner:St Johns Water Management District.96C Structure Rehabilitation Indian River County,FL:Project Manager Completed August 2020,$1,985,000.00 C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S- 96C Structure.Generally,the scope shall include installing a temporary ACB mattress bypass spillway,cofferdams and dewatering,a pre-construction joint inspection of the structure to determine the extent of concrete repairs required, concrete surface preparation,concrete surface patching,concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of steel sheet piling and miscellaneous metals,repair and painting of the roller gate,replacement of the hydraulic operator with an electric cable drum hoist,fence demolition and replacement,replacement of the upstream and downstream safety barriers and staff gauges,and placement and repair of riprap.Reference:Marc Van Heden 321-676-6604 mvanheden@sjrwmd.com Structure Discharge Capacity: 1500 CFS Volume of Dewatering:9.93-acre feet Owner:St Johns Water Management District. 96B Structure Rehabilitation Indian River County,FL:Project Manager Completed July 2019,$1,651,290.00 Cone&Graham was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96B Structure.The work included temporary cofferdams and dewatering,a preconstruction joint inspection of the structure to determine the extent of hydro demolition of deteriorated concrete,concrete surface restoration,concrete spall repair concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of miscellaneous metals,repair and painting of the roller gate,fence and handrail demolition and replacement,replacement of the upstream and downstream safety barriers and staff gages,and installation of riprap.Reference:Marc Van Heden 321-676-6604 mvanheden@sjrwmd.com Structure Discharge Capacity: 1000 CFS Volume of Dewatering: 14.4-acre feet FPL PFM Flood Wall: Design Build of a+/-450 WF of Water Tight Steel Sheet Pile Wall Position:Estimator and Project Manager Project Value:$750,000.00 Scope: The scope of this project was to develop a water tight wall design that would hold back potential storm surge from flooding the plant and could be installed within a 10'wide work area delineated by the top of canal bank and live pressurized natural gas lines that were activly supplying fuel to the turbine generators within the plant.Lee developed a steel sheet pile wall design that utilized an interlock sealant that expands after it is driven to creat water tight sheet pile interlocks.To install the sheet pile Lee brought in a specialized mini crane that was able to set and drive the sheet pile with a combination of vibratory hammer and air impact hammer. Waterway Park Jupiter Florida: Position:Estimator and Project Manager Project Value:$5,000,000.00 Scope: The Project involved installation of approximatley 18001f of steel sheet pile,18001f of of steel reinforced concrete cap,three double boat ramps,dreding,dewatering,and construction of concrete floating dock system with aluminum gangways,installation of riprap and construction of a 1201f timber fishing pier. Torry Island Fishing Pier,Belle Glade: Position:Estimator and Project Manager Project Value:$800,000.00 Scope: Demolition of the existing 3000sf timber pier,grading of the existing shoreline,installsation of+/-1000tons of riprap,installation of concrete piling,construction of three concrete access ramp abutments,construiction of the heavy timber substructure,installation of premium decking,construction of timber handrailings,and the design build of an aluminum floating dock with an aluminum gangway. FPL Canaveral Plant Manatee Heating Area Relocation,Cocoa Florida: Position:Project Manager Project Value:$1,500,000.00 Scope: The Project Consisted of the demolition of approximatly 60OLF of Vinyl Sheet Pile within the plant intake canal, 1500cy of diver assisted hydraulic dredging, Construction of a geotube dewatering area for the dredging system,design and implementation of dredge system, installation of+/-8001f vinyl sheet pile,Installation of+/-1000'of 10"and 18"underwater hot water piping system to heat the manatee heating area as well as misc.site work. Anthony "Quinn" Wright is a seasoned Civil and Heavy Construction General Superintendent with 35 years of hands-on field leadership and project oversight ! experience.Known for driving complex infrastructure projects to safe,on-time,and high-quality completion, Quinn brings a deep understanding of site operations, team coordination,and problem-solving in fast-paced environments.A dedicated Anthony"Quinn" family man with strong roots and values, he prides himself on mentoring crews Wright and fostering a culture of safety and accountability. General RELEVANT EXPERIENCE: Superintendent Owner:SJRWMD-Crane Creek M1 Canal Brevard County,FL:Project Manager PROFESSIONAL Completed September 2025 Approximately$20,000,000.00 PROFILE: Cone&Graham,Inc.completed construction on the Crane Creek I M-1 Canal Flow Restoration Project,a critical water quality improvement initiative in Brevard County,Florida.Originally constructed more than a Quinn has 35 years of century ago to divert stormwater from the St.Johns River Basin to the Indian River Lagoon,the M-1 Canal bridge construction has long contributed to nutrient pollution in the lagoon,fueling harmful algal blooms and degrading experience. His general ecological health. superintendent duties include Led by the St.Johns River Water Management District,the restoration project was designed to reverse this roadway projects that consist legacy impact by redirecting stormwater westward for treatment prior to discharge into the St.Johns River. of bridge repair,replacements The project aimed to reduce nutrient loading to the Indian River Lagoon while restoring a sustainable base and widenings. flow—approximately 7 million gallons of freshwater per day—to the St.Johns River for potential use as an alternative water supply. The scope of work included installation of an operable weir within the M-1 Canal,two stormwater pumping stations(east and west of the St.Johns Heritage Parkway),dual 24-inch diameter force mains,and the CERTIFICATIONS: construction of a stormwater treatment area west of Interstate 95.The operable control structure was - OSHA10-Hour engineered to maintain existing flood control capacity while capturing runoff for redirection.The treatment Construction Safety area filters nutrient-laden stormwater before it reenters the natural hydrologic flow. OSHA 30 Hour Cone&Graham,Inc.coordinated closely with project stakeholders and funding partners—including the Florida Department of Environmental Protection and Brevard County's Save Our Indian River Lagoon - Pile Driving inspectors Program—to ensure successful delivery of this multi-million dollar effort.Upon completion,the project is Qualification Course- expected to eliminate approximately 24,000 pounds of nitrogen and 3,100 pounds of phosphorus annually CTQP from entering the lagoon.The Crane Creek/M-1 Canal Flow Restoration Project represents a major step - ACI Concrete Field forward in restoring balance to Florida's interconnected water systems,supporting both environmental Technician-Level 1 recovery and regional water resiliency. - ACI Concrete Field Technician-Level 2 Owner:SFWMD-S-6 Pump Station Bridge - Florida Advanced Work Palm Beach County FL:Project Manager Zone Traffic Control Completed March 2025 Approximately$4,000,000.00 Course(ATTSA) Cone&Graham,Inc.completed the construction of a new four-span bridge over the spur canal adjacent to Certified Slings&Supply the S-6 Pump Station,providing critical infrastructure improvements to support water management operations in the area.The project,accessed via Browns Farm Road,required close coordination with the - Advanced Rigging District to manage site access and maintain operational security throughout construction. Course The scope of work began with the demolition and removal of the existing double-barrel 8'x9'box culvert. - Certified Crane Signal Following removal,Cone&Graham,Inc.excavated a portion of the spur canal to achieve the specified Course design cross section and applied embankment stabilization to reinforce the canal banks. - IVES - Certified The new bridge structure consists of a prestressed deck slab superstructure supported by prestressed Equipment Operator 1 concrete pile bents.Due to the presence of dense rock formations at the site,foundation installation Aerial Work Platform ! required pre-drilling to specified depths prior to pile driving.To protect the surrounding environment,all work was completed without the use of blasting. Boom Lift The project also included the construction of new roadway approaches,which featured lime rock base riding - First Aid Training surfaces and asphalt pavement.Additionally,Cone&Graham,Inc.constructed the S-6 Shared T-Platform in collaboration with the United States Geological Survey(USGS),enhancing the site's long-term functionality for both water management operations and future monitoring efforts. The successful completion of this project improved canal stability,enhanced vehicular and operational access across the spur canal,and provided vital infrastructure to support ongoing water management efforts in the region. "uvv coNaraucnoN Owner:SJRWMD—S-157 Control Structure Brevard County,FL:Project Manager Completed January 2025 Approximately$5,000,000.00 The project scope focused on restoring the structural integrity and operational reliability of this vital flood control structure.Work included repairing damaged and aging reinforced concrete components,addressing wear and corrosion on the anchored steel sheet pile wing walls,and performing surface preparation and painting to extend the lifespan of these elements. Cone&Graham,Inc.also repaired and repainted the structure's three steel roller gates,each measuring 25.8 feet wide by 9.6 feet high and weighing approximately 21,000 pounds.The team replaced both upstream and downstream safety barriers,installed new staff gauges for accurate water level monitoring,and upgraded perimeter fencing to improve site security. In addition to structural repairs,miscellaneous site work was completed to ensure compliance with USAGE requirements and maintain the operational readiness of the structure.The successful completion of the S-157 rehabilitation project helps preserve critical flood control infrastructure that supports water management and environmental protection in the region. Owner:FDOT/Indian River County—CR612 at 74r^Ave Indian River County,FL:General Superintendent Completed April 2024 Approximately$9,000.000.00 Removal of existing multi span bridge over Lateral canal C.Constructed a new multi span bridge consisting of 18"square concrete piling,FL Slab Beams with a superstructure cover pour.The new bridge has two 12 foot travel lanes with two 10 foot shoulders.Included roadway improvements,the existing rural dirt roads were converted to a new 2 lane urban section with 5 foot shoulders.Drainage upgrades,converted open drainage system to closed system 91 x 58 elliptical concrete RCP pipe with French drains. Completed in 320 days. Owner:FOOT—St Lucie West Blvd at SR911.95 Saint Lucie County,FL:General Superintendent Completed March 2024$4,373,683.24 This work is part of the St Lucie West Blvd widening project from Commerce Center Drive to Peacock Blvd in the City of Port Saint Lucie.Work on this project includes;constructing a new 3 lane East bound bridge over SR911-95,separated 10 feet from the existing bridge.We widened the St Lucie West Blvd to accommodate 2 Eastbound and West bound travel lanes,with a third East bound lane between the SR911-95 South bound and North bound ramps.Installed fencing retrofits on the North side of the existing West bound bridge and new fence railing on the East bound bridge. Owner:FOOT—661'Ave Widening from 49b street to 73rd street Indian River County,FL:General Superintendent Completed March 2024 Approximately$5,000,000.00 Converted an existing 2 lane roadway and bridges to 4 lanes to include turning lanes with landscaped medians.Total of 5 multi span bridges.66d'Ave bridge was constructed over the North Relief Canal.531d,570,61 st and 65d'bridges were constructed over the Lateral A canal.All were 18'square concrete piling,FL Slab Beams with a superstructure cover pour.Bridges accommodate multiple sidewalks for pedestrian traffic. Owner:City of Port Saint Lucie—Floresta Drive Improvements Phase 2 Saint Lucie County,FL:Project Manager Completed July 2023 Floresta Drive was a 3 phase job in order to keep traffic open.On Floresta Drive over Elkcam waterway,Cone&Graham removed an existing 2 span bridge.Replaced with 3 span new bridge.Overall length of bridge is 1507.Removed the pedestrian bridge and relocated it to a local park.Remote vibration was used on all corners of the bridge adjacent to the homes.This bridge had a 8-foot raised median,two 11-foot travel lanes,two 7-foot bike lanes,4-foot shoulder,two 6 foot 6 inch sidewalks.Traffic railing 37 vertical shape with a 2 rail pedestrian bullet rail.We used FSBs,riprap,rubble, bank and shore and 24"prestressed piles. Owner:FOOT Brant Drive Bridge Replacement Palm Beach County,FL:Estimator&Project Manager Completed:March 2023 This project consisted of the complete removal of the existing bridge,construction of a new 175'long 3 span bridge using F.S.B's with a cast in place deck topping.Also included in this project were riprap,drainage,road work,milling,paving,lighting and electrical. Owner:FOOT.Turnpike(CR 712)Midway Road over Turnpike St.Lucie County,FL:General Superintendent Completed September 2020 C&G was a subcontractor to OHLNA for the Jacking of the end spans on bridge#940050 Midway Road over Turnpike to replace the end bent bearing pads with new neoprene pads and sole plates.All jacking was performed at night under a complete closure of CR612.This project included the installation of temporary lateral bridge restraints,removal of the existing bearing pad assemblies,rehabilitation of concrete pedestals,installation of new weld in place steel angle bracing,steel painting,and installation of fabricated steel keeper assemblies. Owner:FDOT.Turnpike Mainline Over Ten Mile Creek St.Lucie County,FL:General Superintendent Completed April 2021 C&G was a subcontractor to OHLNA for the Jacking of the end spans on bridge#940072 which is Turnpike Mainline over 10 Mile Creek.This project consisted of removal of the existing riveted C-channel crossmembers,modification of existing crossmember connection plates,fabrication and installation of new larger crossmembers to support the loads from jacking,jacking and removal of the existing bearing pad assemblies,and rehabilitation of concrete pedestals.All work was completed under live traffic and eliminated the shutdown of the turnpike. Owner:Broward County Sheridan over Turnpike Span 3 Impact Damage Repairs St.Lucie County,FL:General Superintendent Completed December 2022 C&G was contracted to perform emergency demolition and reconstruction of Span#3 on Sheridan Street Bridge over North bound turnpike.C&G developed plans,implemented M.O.T.,demolished the existing superstructure,removed the two broken beams,reinstalled 2 new 36"F.I.B.'s,formed the new bridge deck to match the existing,installed reinforcing steel,poured,and cured the new deck,formed and pours a new reinforce sidewalk and reinstalled the pedestrian fencing. Owner:FDOT.1.75 Express Lanes—Segment DISheridan Street Bridge Jacking(Design I Build) Broward County,FL:Structural Superintendent January 2015—April 2016 $8,015,958.00 The work for this project involved the design and construction of approximately 3.7 miles of new Express Lanes in the median of 1-76 along with related interchange improvements. C&G served as the bridge contractor being responsible for the widening and raising and deck removal/replacement of the Sheridan Street Bridge and the construction of a new Express Lanes Bridge over the SFWMD C-11 Canal. C&G raised hacked)the two spans of the Sheridan Street Bridge over 1-75 each in a single night.thereby minimizing traffic interruptions. This work was accomplished by raising eight(8)beams (aoprox.1,000,000lbs.)simultaneously using a computerized hydraulic iackinq system. C&G also developed and fabricated a specialty-lifting beam that was used to lift/raise the end spans of the Sheridan Street Bridge in one-night operations. Owner:FDOT.Turnpike Widen Heft from SR 836 to NW 1061'Street Miami-Dade County,FL:General Superintendent September 2019 Approximately$31,000,000.00 The work for this project includes 5 bridges at the intersection of 836 and the turnpike in Miami.C&G is serving as a bridge contractor being responsible for 5 bridges with an approximate value of$31 M.Extensive coordination and work is being done between CSX and C&G on a daily basis.Two of the five bridges are steel bridges: • Ramp A-2A over Heft,SR 836,CSXT RR,&NW 121h Street 1637 feet • Ramp B-3 over Heft,SR 836,CSXT RR,&NW 12"h Street 1211 feet All structural steel has been fabricated. I was able to complete this job 1 year ahead of schedule while holding the highest standards of safety. Reference:Gus Quesada 305-726-5981 gquesada@nmdceng.net Owner:Indian River County.SR 60 and 43'4 Intersection Improvements Indian River County,FL:General Superintendent May 2020—July 2021$1,621,000.00 The scope of this project was to widen the existing bridge by adding 3 additional lanes of traffic.The work included,bridge demolition,driven pile foundations,cast in place concrete pile caps,installation of custom prestressed bridge beams,cast in place concrete superstructure,cast in place light weight concrete traffic separator.Reference:William Adams 813-927-6011 wadams@consoreng.com Owner:St Johns Water Management District.Management 96D Structure Rehabilitation Indian River County,FL:General Superintendent November 2020—August 2021$1,523,676.50 C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96D Structure.The work included temporary cofferdams and dewatering,a preconstruction joint inspection of the structure to determine the extent of hydro demolition of deteriorated concrete,concrete surface restoration,concrete spall repair concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of miscellaneous metals,repair and painting of the roller gate,fence and handrail demolition and replacement,replacement of the upstream and downstream safety barriers and staff gages,and installation of riprap.Reference:Marc Van Haden 321-676-6604 mvanheden@sjrwmd.com Structure Discharge Capacity:1000 CFS Volume of Dewatering:8-acre feet Owner:St Johns Water Management District 96C Structure Rehabilitation Indian River County,FL:General Superintendent November 2019—August 2020,$1,985,000.00 C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96C Structure.Generally,the scope shall include installing a temporary ACB mattress bypass spillway,cofferdams and dewatering,a pre-construction joint inspection of the structure,. to determine the extent of concrete repairs required,concrete surface preparation,concrete surface patching,concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of steel sheet piling and miscellaneous metals,repair and painting of the roller gate,replacement of the hydraulic operator with an electric cable drum hoist,fence demolition and replacement,replacement of the upstream and downstream safety barriers and staff gauges,and placement and repair of riprap.Reference:Marc Van Haden 321-676-6604 mvanheden@sjrwmd.com Structure Discharge Capacity:1600 US Volume of Dewatering:9.93-acre feet Owner:St Johns Water Management District 96B Structure Rehabilitation Indian River County,FL:General Superintendent November 2018—July 2019,$1,651,290.00 C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96B Structure.The work included temporary cofferdams and dewatering,a preconstruction joint inspection of the structure to determine the extent of hydro demolition of deteriorated concrete,concrete surface restoration,concrete spall repair concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of miscellaneous metals,repair and painting of the roller gate,fence and handrail demolition and replacement,replacement of the upstream and downstream safety barriers and staff gages,and installation of riprap.Reference:Marc Van Heden 321-676-6604 mvanheden@sjrwmd.com Structure Discharge Capacity:1000 CFS Volume of Dewatering:14.4-acre feet Owner:Palm Beach County.Sandaffoot Blvd&State Road 7 and SW 3b Street Palm Beach County,FL:General Superintendent January 2018—August 2019$1,700,000.00 The scope of work was to remove and replace two bridges in four phases.The work included bridge demolition,precast concrete sheet pile fabrication, installation of concrete pile and panel seawall,driven pile foundations,cast in place concrete substructure,placement of prestressed concrete deck units,post tensioning,cast in place concrete barrier walls,cast in place concrete approach slabs,and riprap. Reference:John Kopelakis 561-684- 4180 jkopelak@pbcgov.org Owner:FOOT.1.75 Express Lanes—Segments AIB(Design I Build) Broward and Dade Counties,FL:Structural Superintendent June 2015—April 2018 $52,686,232.54 The work for this project involved the design and construction of approximately 3.1 miles of new Express Lanes in the median of 1-75 along with 2.6 miles of work on the Turnpike(HEFT). C&G served as a bridge contractor being responsible for the construction of seven(7)new bridges. Four(4)of the bridges are of steel box girder construction,with lengths ranging from about 600 to 2,000 lineal feet. The others are of concrete beam construction. The work involved extensive coordination given its size and complexity. Reference:Ed Perez 561-248-0696 eperez@corradino.com Owner:FOOT.1.75 Express Lanes—Segment C(Design I Build) Broward County,FL:Structural Superintendent June 2014—May 2017 $14,720,613.00 The work for this project involved the design and construction of approximately 3.6 miles of new Express Lanes in the median of 1-75. C&G served as the bridge contractor being responsible for the phased demolition and reconstruction of the 4-span,452-foot long by 169-foot wide Miramar Parkway Bridge and the construction of the new Pembroke Road Overpass Bridge,a 452-foot long by 96400t wide bridge.To minimize interruptions on 1-75, C&G completed the full demolition of the spans over 1-75 each in a period of approximately 50 hours. The Pembroke Road bridge construction included the setting of 170-foot long FIBS and a 600 cubic yard bridge deck pour that was completed in less than 10 hours minimizing traffic interruptions to the 1-75 traffic.Reference:Paul Lampley 954-790-2413 paul.lampley@dot.state.fl.us Owner:FOOT.Dixie Highway,Broward and Palm Beach County,FOOT District 4: Structural General Superintendent August 2009—July 2012 $39,525,385.00 ARRA Design Build of the Dixie Highway Project,steel box girder major bridge,from South of Hillsboro Blvd to north of the Hillsboro Canal including the realignment of Dixie Highway over the FEC Railroad. Mass Concrete Specialist. Reference: Nadir Rodrigues 954-777-4385 nadir.rodrigues@dotstate.fl.us Owner:FDOT.Big John Monahan Bridge,Martin County,FOOT District 4: Structural General Superintendent March 2012—July 2014$31,906,521.00 This Design By project is a six span,900 foot long FIB beam bridge.The Design Build team shortened the bridge from 1400 feet to 900 feet using innovation and the acquisition of pdvate property. This project abutted the CSX Railroad tracks. Reference: Kris Keheres 772-519-8843 kris.keheres@dot.state.fl.us Owner:FOOT.1.95 Bridges,Fort Pierce and St.Lucie County,FL: Structural General Superintendent. March 2011-May 2,014$18,099,015.28 The Design Build project consisted of five bridges on 95 in Fort Pierce.Over SR-70(Okeechobee Road),Over SR-68(Orange Avenue),Kings Highway, Belcher Canal and Orange Avenue Ramp Bridge.A combination of steel and concrete.Mass Concrete Specialist.Reference:Chris Perez 786-600-5000 cperez@cacorp.net EQUIPMENT LIST UNIT# DESCRIPTION SERIAL If IM CRANES 401 TADANO GR-1000XL-4 RT CRANE RA0954 2021 403 MANITOWOC MCL150-1 CRANE 91501014 2022 616 TADANO GR-1000XL RT CRANE 548593 2014 626 TADANO GR-750XL RT CRANE 548967 2014 630 KOBELCO CK2750G CRAWLER CRANE JD05-03215 2015 660 MANITOWOC MLC165-1182 TON CRANE 91651105 2017 674 MANITOWOC 11000 CRANE 110001210 2017 EXCAVAT ORS 431 CAT 330DL EXCAVATOR 2021 599 NEW HOLLAND EH215 LONG REACH EX N4DA21145 2005 675 BOBCAT E35i MINI EXCAVATOR B3Y213501 2018 697 Komatsu PC240 Long Stick Excavator A22502 2020 LOADERS/ SHL 405 DEERE 644P LOADER IDW644PAJMLZ12578 2021 406 DEERE 644P LOADER 1DW644PATMLZ11927 2021 407 DEERE 644P LOADER 1DW644PAHNLZ13688 2021 413 DEERE 644P LOADER 1DW644PAJNLZ14073 2022 595 KOMATSU WA380-6LOADER A53256 2007 606 CAT 416E LOADER BACKHOE SHAO2562 2007 617 Komatsu WA380-7 LOADER A64510 618 Komatsu WA380-7 LOADER A64564 �2�015658 KOMATSU WA-380-8 LOADER QC A74329 ROLLERS 686 CATERPILLAR C554B VIB ROLLER LC5500935 2020 SMALL TRACTORS 400 L5060GST Kubota Tractor KBUL5DRCL8F40273 2020 LIFT TRUCKS 411 TOYOTA 8FD35U 8FD40U-30541 2022 COMPACT EQUIPME NT 461 0484-22-94 NA Bidwell Work Bridge 123259 2023 568 I.C.E.1-46 HAMMER 30406A 2004 570 I.C.E.1-19 HAMMER 40302E 2004 572 I.C.E.22-30 VIBRATORY HAMMER V22821 2005 610 I.C.E.1-46 V2 HAMMER 110551A 2011 612 Pilco D36-32 Pile Hammer 627 2012 612A AIRMAN AIRCOMPRESSOR PDS185 B4-68-43700 2019 614 ICE VIBRATORY HAMMER448 V87112 2014 615 ICE AUGER A175 M1987 Auger1250 32'Leads NA 642 MILLER WELDER BIG 40 MIL 907170 LINCOLN WELDER 577 BIDWEL PAVER 4800 48-20051087-2-HB 2005 631 WANCO WLT-4MK8K LIGHT TOWER 5F13D14141`1003760 2015 632 WANCO WLT-4MK8K LIGHT TOWER 5F13D1414F1003761 2015 633 WANCO WLT-4MK8K LIGHT TOWER 5F13D1414F1003762 2015 648 WANCO WLT-4MK8K LIGHT TOWER 5F13D1414F1003763 2015 650 WANCO WLT-4MK8K LIGHT TOWER 5F13D1411F1004926 2015 651 WANCO WLT-4MK8K LIGHT TOWER 5F13D1413F1004927 2015 NA WANCOWLT-4MK8K LIGHT TOWER 5F13D1410D1004574 2013 NA WANCO WLT-4MK8K LIGHT TOWER 5F13D1418F1001554 2015 NA WANCO WLT-4MK8K LIGHT TOWER 5F13D1419D1004573 2013 NA WANCO WLT-4MK8K LIGHT TOWER 5F13D1412F1000562 2015 NA WANCO WLT-4MK8K LIGHT TOWER 5F13D1416F100553 2015 NA Magnum Light Plant 5AJLS161XBB009101 2011 NA WackerLTV4L 11454448 2022 NA WackerLTV4L 11454452 2022 NA WackerLTV4L 11454454 2022 NA WackerLTV4L 11454455 2022 653 BIDWEL PAVER 4800 2016 659 ICE 26'LEADS 2016 673 I.C.E.22D VIBRATORY HAMMER V22110 2017 698 ICE I-30 Hammer CONTAINE RS 415 20'Container(Black Trailer?) NA 2022 TRAILERS 335 Gooseneck Trailer 30'Big Tex 2022 314 Landoll 2020 315 PETERBUILT CLASS 8 LOW ROOF DAY CAB 2019 COME 13 GRAB' HEAVY CONSTRUCTION CR712 (Midway Road Over Turnpike) St. Lucie County This Bridge work included Jacking of the end spans on bridge#940050 Midway Road over Turnpike to replace the end bent bearing pads with new neoprene pads and sole plates.All jacking was performed at night under a complete closure of CR612.This project included the installation of temporary lateral bridge restraints, removal of the existing bearing pad assemblies, rehabilitation of concrete pedestals, installation of new weld in place steel angle bracing, steel painting, and installation of fabricated steel keeper assemblies. Pete McRae, PE Stantec Consulting pete.mcrae(o)stantec.com P: 561-307-7924 Amount: $301,452.10 Completed: 912020 s e 1 r � V CONES E3 GRAHAM HEAVY CONSTRUCTION FL Turnpike Over Ten Mile Creek St. Lucie County This project included the Jacking of the end spans on bridge#940072 which is Turnpike Mainline over 10 Mile Creek.This project consisted of removal of the existing riveted C-channel crossmembers, modification of existing crossmember connection plates,fabrication, and installation of new larger crossmembers to support the loads from jacking,jacking and removal of the existing bearing pad assemblies, and rehabilitation of concrete pedestals.All work was completed under live traffic and eliminated the shutdown of the turnpike. Pete McRae, PE Stantec Consulting pete.mcrae(a)stantec.com P: 561-307-7924 Amount: $426,689.20 Completed:412021 IL t - d _ CONES 13 GRAHAM HEAVY CONSTRUCTION Sheridan Over Turnpike Beam Replacement Broward County, FL Cone & Graham, Inc. was contracted by Broward County to Complete the emergency beam removal and replacement of Span 3 on East Bound Sheridan over North Bound Turnpike. C&G saw cut through the existing bridge deck to remove the damaged beams. C&G then installed new 36" F.I.B.'s to replace the removed AASHTO Girders. The remaining bridge deck was chipped back to expose the reinforcing to provide the required reinforcing lap with the new deck pour.The new deck was formed, poured, and stripped. The entire Project was completed and opened to traffic in less than one month. Anh Ton, Broward County P:954-357-6059 Email: aton@broward.org Amount: $1,449,073.00 Start Date: December 6,2022 Finish Date: December 20,2022 how— LEFT LANE n Demolition of Existing Bridge Deck to Expose Existing Reinforcing ORO Y- r 4 '4 ,r arm• x,-V .c Placement of the New 36" F.I.B.'s Forming • Reinforcing Bridge ELMt41 ,'1 � 1 1 �1��4 p 1S� ?'�'�S �!K �� tlt � "�yS f` 1- " •��__S�J-ti��..:.. �'�" --v/ r F�� „�I Y "s"�� •.� r � T'- .�iYl 'S�R'a ct � � sr l!r _ }•,,, fie, ��� 't � '`�t�S�_ CONE rr GRP 1AW HEAVY CONSTRUCTION P.O.BOX 310167 2172 RESERVE PARK TRACE 5101 CONE ROAD TAMPA,FLORIDA 33680 PORT SAINT LUCIE,FL 34986 TAMPA,FLORIDA 33610 (813)623-2856 (561)727-3939 FAX(813)620-1602 PROJECT NAME:St.John's River Water Management District S-96 Rehabilitation District Contact: Gretchen Kelley Senior Professional Engineer Bureau of Projects and Construction St.Johns River Water Management District 525 Community College Parkway,S.E.•Palm Bay,FL 32909 Office:(321)676-6602 Email: kelley@sjrwmd.com Project Location:Brevard County,FL Contract Value:$2,783,130.00 Project Description: C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96 Structure.Generally,the scope Included engineering and installing temporary sheet pile cofferdams,dewatering,a pre-construction joint inspection of the structure to determine the extent of concrete repairs required,concrete hydroblasting,concrete surface patching,concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,miscellaneous metals,repair and painting of the two roller gates,machining and installation of new wheel bearings,fence/railing demolition and replacement,replacement of the upstream and downstream safety barriers,removal and replacement of staff gauges,and placement and repair of riprap. Structure Discharge Capacity:6000 CFS Volume of Dewatering:+/-8.5-acre feet Project Completion Date:December 2022 Cone&Graham Project Manager: Lee Corrigan 2172 NW Reserve Park Trace Port St.Lucie,FL 34986 Cell: 561-400-1662 Email:Lcorriaantccbconegraham.com DOWNSTREAM SIDE UNDER CONSTRUCTION S ;y .— I�'� �.,f. :�s..n,h '"�sF. �'�.t-Y@G:�;.>:.�� a✓o � a � `��""..�.rr�sr'3'.�.'f.�....�n'S..- � 'c# DOWNSTREAM FACE OF STRUCTURE TNT 77, Y. ♦M �l j' �r y } t � � ;�1 -{ems-V`✓� y`� � � COME rs GRAHAM HEAVY CONSTRUCTION P.O.BOX 310167 2172 NW Reserve Park Trace 5101 CONE ROAD TAMPA,FLORIDA 33680 PORT SAINT LUCIE,FL 34986 TAMPA,FLORIDA 33610 (813)623-2856 (561)727-3939 FAX(813)620-1602 PROJECT NAME:St.John's River Water Management District S-96B Rehabilitation District Contact: Marc Van Heden,P.E. Supervising Professional Engineer Bureau of District Projects&Construction St.Johns River Water Management District 525 Community College Parkway•Palm Bay,FL 32909 Office:321-676-6604 Email:mvanheden r ssirwmd.com Project Location:Brevard County,FL Contract Value:$1,651,290.99 Project Description: C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96B Structure as described in this statement of work and as detailed in the Contract Drawings and Specifications.Generally,the scope shall include temporary cofferdams and dewatering,a preconstruction joint inspection of the structure to determine the extent of concrete repairs required,concrete surface preparation,concrete surface patching,concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of miscellaneous metals,repair and painting of the roller gate,fence and handrail demolition and replacement,replacement of the upstream and downstream safety barriers and staff gages,and installation of riprap. DRIVEN STEEL SHEET PILE COFFERDAM:+1-14,000 SF Structure Discharge Capacity: 1000 CFS Volume of Dewatering: 14.4-acre feet Project Completion Date: 812019 Cone&Graham Project Manager: Lee Corrigan 2172 NW Reserve Park Trace Port St.Lucie,FL 34986 Cell: 561-400-1662 Email:Lcorrigangcone raham.com 4� 'I I I 1 t 11 1, INSTALLATION OF THE FULLY RESTORED GATE � L RIPRAP INSTALLATION v� �1 M _may - ''"� �_ � �Y4�. q.• :.�i _ � -�'� . a ���� _ a ✓��� _ rip STEEL SHEET PILE COFFERDAMDEWATERING . , COMPLETION - � cc2 �� � � t ° . lip ) . . .»��2 : « . . • � » � - . - ��<� � �, a� CONE rx ' GFmqV ` HEAVY CONSTRUCTION P.O.BOX 310167 2172 RESERVE PARK TRACE 5101 CONE ROAD TAMPA,FLORIDA 33680 PORT SAINT LUCIE,FL 34986 TAMPA,FLORIDA 33610 (813)623-2856 (561)727-3939 FAX(813)620-1602 PROJECT NAME:St.John's River Water Management District S-96C Rehabilitation District Contact: Gretchen Kelley Senior Professional Engineer Bureau of Projects and Construction St.Johns River Water Management District 525 Community College Parkway,S.E.•Palm Bay,FL 32909 Office:(321)676-6602 Email: kg elley a,sjrwmd.com Project Location:Indian River County,FL Contract Value:$1,985,000.00 Project Description: C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96C Structure as described in this statement of work and as detailed in the Contract Drawings and Specifications.Generally,the scope shall include installing a temporary ACB mattress bypass spillway,cofferdams and dewatering,a pre-construction joint inspection of the structure to determine the extent of concrete repairs required,concrete surface preparation, concrete surface patching,concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of steel sheet piling and miscellaneous metals,repair and painting of the roller gate,replacement of the hydraulic operator with an electric cable drum hoist,fence demolition and replacement,replacement of the upstream and downstream safety barriers and staff gauges,and placement and repair of riprap. Structure Discharge Capacity: 1500 CFS Volume of Dewatering:9.93-acre feet Project Completion Date:In progress with an anticipated completion date of 8/1/2020 Cone&Graham Project Manager: Lee Corrigan 2172 NW Reserve Park Trace Port St.Lucie,FL 34986 Cell:561-400-l 662 Email:Lcorrigana�conegraham.com COFFERDAM ' l I 1� �I yyI i+ � {I I�- �r •:�� �rt ry. I COMPLETED SECTION OF COFFERDAM k r .M1 GATE STAGED AND READY FOR RESTORATION f .i M � s� r ry COME rx 13 GRAHAV HEAVY CONSTRUCTION St. John's River Water Management District S-96D Rehabilitation Indian River County, FL C&G was contracted by SJRWMD to provide all materials,labor,and equipment necessary for the rehabilitation of the S-96D Structure as described in this statement of work and as detailed in the Contract Drawings and Specifications.Generally,the scope included installing a temporary cofferdams and dewatering,a pre-construction joint inspection of the structure to determine the extent of concrete repairs required,concrete surface preparation,concrete surface patching, concrete crack repairs,concrete surface coating,surface preparation and painting of steel sheet piling,repair and coating of steel sheet piling and miscellaneous metals,repair and painting of the roller gate,fence demolition and replacement,replacement of the upstream and downstream safety barriers and staff gauges,and placement and repair of riprap. Structure Discharge Capacity: 1000 CFS Volume of Dewatering: 10-acre feet Contract Value:$1,523,000.00 Project Completion Date:August 2021 Contact:Gretchen Kelley Senior Professional Engineer Bureau of Projects and Construction St.Johns River Water Management District 525 Community College Parkway,S.E.•Palm Bay,FL 32909 Office:(321)676-6602 Email: kelley�(a irwmd.com DOWNSTREAM 1 1 Imo.. a� e UPSTREAM FACE OF STRUCTURE E; DOWNSTREAM rim - €t ti w I� Sworn Statement On Public Entity Crimes THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted to Cone&Graham,Inc. (print name of the public entity) by Robert Graham/President [print Individual's name and title] for Cone&Graham,Inc. [print name of entity submitting sworn statement] whose business address is 5101 Cone Rd,Tampa,Fl-33610 and(if applicable)its Federal Employer Identification Number(FEIN)is: 59-1925201 (if the entity has no FEIN,include the Social Security Number of the individual signing this sworn Statement: ) 2. 1 understand that a"public entity crime"as defined in Paragraph 287.133(1)(g),Florida Statutes. means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States,including,but not limited to,any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy,or material misrepresentation. 3. 1 understand that "convicted" or"conviction" as defined in Paragraph 287.133(l)(b), Florida Statutes means a finding or guilt or a conviction of a public entity crime,with or without an adjudication of guilt,in any federal or state trial court of record relating to charges brought by indictment or information after July 1,1989,as a result of a jury verdict,nonjury trial,or entry of a plea of guilty or nolo contendere. 4. 1 understand that an"affiliate"as defined in Paragraph 287.133(1)(a),Florida Statutes.means: 1. A predecessor or successor of a person convicted of a public entity crime: or 2. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term affiliate includes those officers,directors,executives,partners,shareholders,employees,members,and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person,or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement,shall be a prima facie case that one person controls another person.A person who knowingly enters into a joint venture with a person who has been convicted of a Village of Tequesta Public Works Department Tequesta Drive Bridge Restoration Project Page S2 public entity crime in Florida during the preceding 36 months shall be considered an affiliate. S. I understand that a"person"as defined In Paragraph 287.133(1)(e),Florida Statutes,means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter Into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity,or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers,directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. 6. Based on Information and belief,the statement which I have marked below is true in relation to the entity submitting this sworn statement. (indicate which statement applies.) Neither the entity submitting this sworn statement,nor any officers,directors,executives, partners,shareholders,employees,members,or agents who are active in the management of the entity,nor any affiliate of the entity,has been charged with and convicted of a public entity crime subsequent to July 1,1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity,or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1,1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity,or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1,1989.However,there has been a subsequent proceeding before a Hearing officer of the State of Florida,Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in public interest to place the entity submitting this sworn statement on the convicted vendor list. [attach a copy of the final order] 1 UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1(ONE)ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND,THAT THIS UFORM IS V THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED,1 ALSO UNDERST D HAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CO XCESSOFTHETHRESHOLDAMOUNTPROVIDEDINSECT10N287.017,FLQR[p�$J�F.S FO GO . �-gf y CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. (signature) /� Sworn to and subscribed before me this 29 day of January 2026 Personally known Robert Graham OR Produced identification Notary Public—State of Florida My commission expires Dec 2 ,2026 Krystina DeRienzo =KRYSTINADERIENZOERIENZO(Printed typed or stam mission d notary public) ( ,rt;*-4 tate 0i Florida HH 307597es Dec 2b,2026denal Notary Ass vo age of request Pubst warm Depeslnent Tequest Ortee Bridge Reiteration Project Page 53 Village of Tequesta ADDENDUM NO. 1 INVITATION TO BID TEQUESTA DRIVE BRIDGE RESTORATION PROJECT ADDENDUM NO.:1 DATE:January 7,2026 PROJECT:Tequesta Drive Bridge Restoration Project ITB NO.:ITB#PW11-1-2025-DC 2 NOTICE TO BIDDERS This Addendum is issued for the purpose of responding to a bidder inquiry.All provisions of the original Invitation to Bid remain unchanged except as specifically modified herein. Bidders shall acknowledge receipt of this Addendum in accordance with the requirements of the bid documents. QUESTION AND RESPONSE Question: Do you have an estimated cost for the Tequesta Drive Bridge Restoration Project? Response: The Village has identified funding for the Tequesta Drive Bridge Restoration Project in its adopted budget;however,the bid documents do not include an engineer's estimate or project cost.In order to maintain a fair and competitive procurement process,the Village is not providing cost estimates during the bidding period.Bidders are responsible for submitting pricing based on their own evaluation of the project scope and requirements as outlined in the bid documents. ACKNOWLEDGMENT This Addendum shall become a part of the bid documents and must be acknowledged by the bidder as required in the Invitation to Bid. ISSUED BY: Doug Chambers Public Works Director Village of Tequesta Email:dchambers@tequesta.org ADA ACCESSIBILITY STATEMENT In accordance with the Americans with Disabilities Act(ADA),persons needing special accommodation to participate in this proceeding should contact the Public Works Department at(561)768-0482 at least forty-eight(48)hours prior to the proceeding. i Village of Tequesta INVITATION TO BID TEQUESTA DRIVE BRIDGE RESTORATION PROJECT ADDENDUM NO.:2 DATE:January 21,2026 PROJECT:Tequesta Drive Bridge Restoration Project ITB NO.:ITB#PW11-1-2025-DC 2 NOTICE TO BIDDERS This Addendum is issued for the purpose of responding to a bidder inquiry.All provisions of the original Invitation to Bid remain unchanged except as specifically modified herein. Bidders shall acknowledge receipt of this Addendum in accordance with the requirements of the bid documents. QUESTION AND RESPONSE Question 1: For the Spandrel Panel Rock Veneer: Does the Village of Tequesta have a previous supplier of this veneer? Response 1: Contractor is responsible to find a supplier that can supply the specified rock veneer product. Question 2: For the Clean and Coat(Concrete) LS pay item: Is a square foot estimate available of the areas in total? Response 2: Bidders may take measurements for estimation during his pre-bid site visit,including of the clean and coat(concrete). Village of Tequesta I Tequesta Drive Bridge Restoration Project I ITB#PW11-1-2025-DC 2 Addendum No.2 i ACKNOWLEDGMENT This Addendum shall become a part of the bid documents and must be acknowledged by the bidder as required in the Invitation to Bid. ISSUED BY: Doug Chambers Public Works Director Village of Tequesta Email:dchambers@tequesta.org ADA ACCESSIBILITY STATEMENT In accordance with the Americans with Disabilities Act(ADA),persons needing special accommodation to participate in this proceeding should contact the Public Works Department at(561)768-0482 at least forty-eight(48)hours prior to the proceeding. Village of Tequesta I Tequesta Drive Bridge Restoration Project I ITB#PW11-1-2025-DC 2 Addendum No.2 6 Village of Tequesta ADDENDUM NO. 3 INVITATION TO BID Tequesta Drive Bridge Restoration Project ADDNEDUM NO.:3 Date February 10,2026 ITB#PW11-1-2025-DC 2 NOTICE TO BIDDERS This Addendum is issued to provide notice of a change to the Selection Committee Review and Ranking meeting schedule.All other terms and conditions of the Invitation to Bid remain unchanged. Selection Committee Review and Ranking-Revised Schedule The Selection Committee Review and Ranking meeting has been rescheduled as follows: Date:Wednesday,February 18,2026 Time:1:00 PM Location:Village Hall-Conference Room Bidders are advised that this meeting is part of the evaluation process and is subject to applicable procurement requirements. Bidders are not required to acknowledge receipt of this Addendum. Issued by: Doug Chambers Public Works Director Village of Tequesta ADA ACCESSIBILITY STATEMENT In accordance with the Americans with Disabilities Act(ADA),persons needing special accommodation to participate in this proceeding should contact the Public Works Department at(561)768-0482 at least forty-eight(48)hours prior to the proceeding. Tabulation Sheet Agency Name Village of Tequesta Bid Number ITB-ITB#PW11-1-2025-DC 2-0-2025/dc Bid Name Tequesta Drive Bridge Restoration Project Bid Due Date 02/04/2026 14:00:00 Eastern Bid Opening Closed 5 responses found. Y online ®offline ■not submittin V not received Company Responded Address Bid Amount AltBidAnnomrt Declared Attributes Documents Sent Complete Bid Proposal V/ Bid Schedule of Values List of Proposed Subcontractors and Suppliers Qualifications and References 2172 nw Acknowledgement of addendums issued reserve Contractor Safety Qualification Form Cone and 02/04/2026 13:01:29 park trace, y 1'Graham,Inc.Eastern Port Saint $985282.0000 0.0000 E-Verify Affidavit Lucie,FL, 34986 Drug-Free Workplace Certificate ADA Compliancy Statement Sworn Statement on Public Entity Crimes V/ Florida Trench Safety Act Certification r/ Bid Bond Bid Proposal r/ Bid Schedule of Values List of Proposed Subcontractors and Suppliers ./ Qualifications and References 6858 NW Acknowledgement of addendums issued V/ KER 02/04/2026 10:53:02 20th Ave, Contractor Safety Qualification Form ./ 2.Construction Eastern Fort $1484450.0000 0.0000 LLC Lauderdale, E-Verify Affidavit V/ FL,33309 Drug-Free Workplace Certificate V ADA Compliancy Statement V/ Sworn Statement on Public Entity Crimes ./ Florida Trench Safety Act Certification ./ Bid Bond Bid Proposal V/ Bid Schedule of Values V List of Proposed Subcontractors and Suppliers V/ Qualifications and References V M 1 809 S. Acknowledgement of addendums issued V/ Construction Safford 02/04/2026 13:29:22 Ave., Contractor Safety Qualification Form ./ 3.Company 1 Eastern Tarp on $1048380.7300 0.0000 Anchor E-Verify Affidavit r/ Construction Springs, FL,34689 Drug-Free Workplace Certificate ADA Compliancy Statement r/ Sworn Statement on Public Entity Crimes Florida Trench Safety Act Certification Bid Bond Bid Proposal Methnical 36009 $949878.3400 0.0000 01/29/2026 15:07:07 Howell Rd, Bid Schedule of Values 4.Technical Eastern Waller,TX, Services List of Proposed Subcontractors and Suppliers 8 77484 Qualifications and References �/ Acknowledgement of addendums issued ./ Contractor Safety Qualification Form V/ E-Verify Affidavit Drug-Free Workplace Certificate ADA Compliancy Statement Sworn Statement on Public Entity Crimes r/ Florida Trench Safety Act Certification V/ Bid Bond %/ Bid Proposal V/ Bid Schedule of Values %/ List of Proposed Subcontractors and Suppliers V/ Qualifications and References V/ 2997 Alt. Acknowledgement of addendums issued V/ Southern 02/04/2026 13:47:08 19,Suite B, Contractor Safety Qualification Form 5.Road& Palm $2425620.0000 0.0000 Eastern Bridge,LLC Harbor,FL, E-Verify Affidavit 34683 Drug-Free Workplace Certificate V/ ADA Compliancy Statement V/ Sworn Statement on Public Entity Crimes •/ Florida Trench Safety Act Certification i/ Bid Bond V/